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Plans (3) BUP2016 -00285 RECEIVE[ Lf Landmark Ford Lincoln Service Renovation CITY OF TIC- 7 AR� ARCHITECT S BUILDINGDIVISICI : 720 NW Davis 503.221.1121 'M 12300 SW 68th AVE, TIGARD, OREGON 97223 Site 300 503221.2077 11 Portland OR 97209 www.Irsarchitects.com ADDENDUM SET 2 01 .20.2017 OD Ake PROJECT DIRECTORY PROJECT SUMMARY DRAWING INDEX "EPHENHAM SITE ADDRESS: 12300 SW 68th AVE,OWNER & REPRESENTATIVES TIGARD, OREGON 97223 h Q2 DRAWING INDEX LEGEND i /PORPA30830REGON� TAX MAP # Washington County 2S101AA ® INITIAL DRAWING ISSUE q Client/Owner Jim Corliss Jim Corliss OF 00 12300 SW 68th Ave, jcorliss@landmarkford.com PROJECT DESCRIPTION: TI for existing Service Building 0 REVISED DRAWING Cl! Tigard, OREGON 97223 O REISSUED UNCHANGED N N 1 n Telephone: (503)639-1131 GOVERNING AGENCY: City of Tigard Oregon ®✓ ISSUED FOR REFERENCE ONLY 3 ti o l o 0 13125 SW Hall Blvd., Tigard, OR 97223 Vl DRAWING DELETED w Web: www.tigard-or.gov /// t z z z CONSULTANT: W olo a ¢ ¢ I ¢ APPLICABLE CODES: 2012 International Building Code (IBC) GENERAL IIII3 I ARCHITECT & CONSULTANTS 2014 Oregon Structural Specialty Code (OSSC) CS COVER SHEET 10101010 2014 Oregon Mechanical Specialty Code (GMSC) 2014 Oregon Electrical Specialty Code (OESC) Ai ARCHITECTURAL SYMBOLS AND ABBREVIATION 101010101 ARCHITECT LRS Architects Steve Mileham, Principal 2014 Oregon Plumbing Specialty Code A100i ARCHITECTURAL INFORMATION AND GENERAL NOTES 101010101 720 NW Davis, Suite 300 smileham@lrsarchitects.com 2014 Oregon Energy Efficiency Specialty Code (OEESC) I I I I Portland OR 97209 Byron Balogh Project Manager 2014 Oregon Fire Code ARCHITECTURAL I I I I Telephone: 503.221.1121 abbalogh@lrsarchitects.com 2010 ADA Standards for Accessible Design A101 CODE ANALYSIS FIRST AND SECOND FLOOR PLANS ®I O Fax: 503.221.2077 www.lrsarchitects.com BUILDING STANDARDS 11111 10101 STRUCTURAL BK Engineers, Inc. Bill Berry A201D FIRST FLOOR DEMOLITION PLAN 1 ®I 0 I 0 1 0 1 2700 SE Harrison St. Ste B Structural Engineer BUILDING TYPE PROPOSED: Type Ill-B, per 2014 O.S.S.0 A202D SECOND FLOOR DEMOLITION PLAN 10I0I0101 Milwaukie OR 97222 Bill@bkengineers.com Originally built as Type III-N with fire sprinklers per 1988 UBC A301D DEMOLITION ROOF PLAN 10010101 Telephone: 503.607.0481 BUILDING OCCUPANCY: 1 A401D FIRST&SECOND FLOOR DEMOLITION RCP 10010101 Fax: 503.607.0486 PARKING DECK: PROPOSED S1 - (Originally built as 61 per UBC) I SERVICE DEPT: PROPOSED S1 - (Originally built as H4 per UBC) OFFICES: PROPOSED B - (Originally built as B2 per UBC) A201 FIRST FLOOR PLAN&WALL TYPES I® 1 0 I 11111111O CONTRACTOR R8H Construction, Alan Loveday A202 SECOND FLOOR PLAN 10 � � � 1530 SW Taylor St, Sr. Preconstruction Manager SPRINKLERED: YES, THROUGH-OUT Portland, OR 97205 aloveday@ncconst.com A251 ELEVATOR AND STAIR PLANS 10101001 Telephone: 503.228.7177 www.ncconst.com A252 ENLARGED PLANS& ELEVATIONS 01 0 I 0 1 O 1 FLOOR AREA: A253 ENLARGED PLAN-VENDING I&101 0 10 1 PARKING DECK: 28,731 SF (NO CHANGE) SERVICE CANOPY: 9,496 SF (NO CHANGE) I I I I I SERVICE DEPT: 20,624 SF (NO CHANGE) A301 PARTIAL ROOF PLAN 10010101 OFFICES /PARTS: 30,864 SF (NO CHANGE) II I PROJECT NARRATIVE TOTAL BUILDING FLOOR AREA: 60,984 SF (NO CHANGE) A401 FIRST&SECOND FLOOR REFLECTED CEILING PLANS 10101010 PROJECT NUMBER: 214291 The project involves interior TI Improvements for the Service Building. There is NO work proposed on the I I I 1 building facade or on the existing site. TI work involves the remodel of the existing stair and the addition of a AREA OF WORK: 110101010 Landmark new Elevator. A602 ELEVATOR AND STAIR SECTIONS FIRST FLOOR : +/- 5,924 SF I I I I Ford Lincoln SECOND FLOOR: +/- 1 ,949 SF A701 DOOR SCHEDULE, TYPES AND DETAILS 1001010 Service Renovation 1 A801 FIRST FLOOR FINISH PLAN 10101010 12300 SW 68th AVE, DEFERRED SUBMITTALS (IF REQUIRED ) A802 SECOND FLOOR FINISH PLAN I® 10 10 I 0 TIGARD, OREGON 97223 1 1. Mechanical A810 INTERIOR FINISH SCHEDULE 101010 * CITY OP TIGARD Q I 2. Electrical i��r/ A871 INTERIOR ELEVATIONS 01 0 1� 1 O 1 REVIEWED FOR CODE COMPLIANCE 2 3. Plumbing I A872 CASEWORK DETAILS 01� 0 1 O 1 Approved: [ 4. Fire Suppression A873 CASEWORK DETAILS 01010101 OTC: [ 1 5. Phone, Data, and Low-Voltage I I I I I Permit#: 72-C11� ��j 6. Elevator A940 SUSPENDED CEILING&LIGHT INSTALLATION GUIDE AND DETAILS 10100101 Address: [' 1 GENERAL NOTES A960 BUILDING SECTION DETAILS 1 ® 1 0 0 1 0 1 Suite#: 1 r Date: t SITE THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT A962 STAIR DETAILS 101010101 INFORMATION. THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC A963 ELEVATOR DETAILS I I& 10 10 10 1 REQUIREMENTS. SW 66TH AVE A964 ELEVATOR DETAILS 101010 O I OFFICE COPY A970 DOOR DETAILS I® 101 0 01 LF7 I I A P I G STRUCTURALREVISIUI�I — Q AREA OF WORK S1 FOUNDATION PLAN AND GENERAL NOTES 101010101 S2 MEZZANINE FRAMING PLAN 101010101 (E)BUILDING — S3 ROOF FRAMING PLAN 1 ® 1 0 1 0 1 0 1 — S4 DETAILS ® 1 O 1 O I O SHEET TITLE: — — — — — — — — — — - 1 S5 GENERAL NOTES/TABLES 101010101 \I, Cover Sheet T I T SPECIAL NS C 10 REQUIRED �� 1111111 IIIIIIIIIIIIIIIII I 0 DING � (E)PA�rcnv� I S CIA t PET N RE ftgy I I State of Oregon Struct nal S N T S Y tat U pecialty 8 Z Concrete and Reinforcing Steel o - Its Installed in Concrete \\\\\, Special Moment-Resisting Concrete Frame i Go — ❑ Reinforcing Steel&PrestressingSteel Tendons DRAWN BY. DCJ SW 68THAVE 8 w �. DATE ISSUED10.04.2016 — — — — — — — — — — — — — — — — — o Ur tal Welding : � (E)BUILDING f ❑ High Strenght Bolting Q E 1 ADDM 1 12.05.2016 PLAN NORTH TRUE NORTH ❑ Structural Masonry [3Reinforced Gypsum Concrete Q ADDM 2 01.20.2017 N VICINITY MAP KEY PLAN ❑ insulating CoocrafeFl Q ADDM 3 02.23.2017 SCALE: NTS SCALE: NTS ❑ �Y�'ad Fire-R Maten� a ❑ P I)aAed Pians and Caissmrs CS [3ShoWmle C3 �g.ExMiradonwall Fdkq SHEET: E o ® LRS Aichilects,Inc.©2016 a C3 oom kopecowe i; a Lf BUILDING SYSTEM ANNOTATION A R C H I T E C T S MATERIALS SYMBOLS SYMBOLS ABBREVIATIONS 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 & AND E EAST JAN JANITOR S SOUTH Portland OR 97209 www.irsarchitects.com # NUMBER EA EACH JST JOIST JT JOINT STB STONE BASE SUBGRADE O AB ANCHOR BOLT EB EXPANSION BOLT SC SOLID CORE A GRID LINE ACOUST ACOUSTICAL EF EXHAUST FAN SCD SEAT COVER DISPENSER w ACP ACOUSTICAL CEILING PANEL EIFS EXTERIOR INSULATED FINISH SYSTEM KD KILN-DRIED SCHED SCHEDULE OD Ake ® N SINGLE DOOR,DOOR NUMBER ACT ACOUSTICAL CEILING TILE EJ EXPANSION JOINT KD KNOCK-DOWN SD SOAP DISPENSER (TOPOGRAPHICAL)GRAVEL AD AREA DRAIN EL ELEVATION TOPOGRAPHICAL V KIT KITCHEN SDF STATIC DISSIPATIVE FLOORING DOUBLE DOOR, DOOR NUMBER ADDM ADDENDUM ELEC ELECTRIC AL KO KNOCKOUT C� ELECTRIC(AL) SIHD SEALER/HARDENER V EPHEN R.KLEMM o ADJ ADJUSTABLE ELTR ELEVATION DRAWING KP KICK PLATE SAND SECTION NUMBER AES ARCHITECTURAL EXPOSED STEEL ELEV ELEVATOR ( ) KS KNEE SPACE (AS)SEAL (COLORED))SEALER AF ACCESS FLOORING EM ENTRANCE MAT SECT AL (COLORED)SEALER SHEET REFERENCE AFF ABOVE FINISH FLOOR ENCL ENCLOSURE LAB LABORATORY SECT SECTION • ASPHALT AHU AIR HANDLING UNIT EP ELECTRICAL PANEL LAM LAMINATE(D) SF SQUARE FEET PORTLAND GREGO SHR ER AIB AIR INFILTRATION BARRIER EQ EQUAL LAV LAVATORY SHT SHEET � 3 30883 ALT ALTERNATE EQUIP EQUIPMENT LB L NUEAL FEE L'SHTG SHEATHING ' OF 00 AL ALUMINUM EW EYE WASH SIM SIMILAR CONCRETE PLUMBING ASSEMBLIES1 WALL SECTION ANOD ANODIZED EW EACH WAY LWF LAMINATE WOOD FLOORING(#DENOTES TYPE) SMF SHEET METAL FLASHING A2.1 AP ACCESS PANEL WC WATER COOLER LH LEFT HAND SND SANITARY NAPKIN DISPENSER LHR LEFT HAND REVERSE APPROX APPROXIMATE EXH EXHAUST SNR SANITARY NAPKIN RECEPTACLE GROUT GRAB BAR ARCH ARCHITECT URAL EXIST EXISTING LINO LINOLEUM ARCHITECT(URAL) LIN LINEAR SPEC SPECIFICATIONS AUTO AUTOMATIC EXP EXPOSED SoKLR SPRINKLER BRICK DOEXTERIOR ELEVATION AUX AUXILIARY EXT EXTERIOR L IG TTHSQ SOCONSULTANT: AVG AVERAGE EXP AGG EXPOSED AGGREGATE gg SOLIDLID S SURFACING WATER CLOSET(FLOOR MOUNTED) LL LIVE LOAD ® AWB AIR WEATHER BARRIER SST STAINLESS STEEL CONCRETE/MASONRY UNIT AWP ACOUSTICAL WALL PANEL FA FIRE ALARM LLV LONG LEG VERTICAL - A AWT ACOUSTICAL WALL TREATMENT FAC FACTORY LR LIVING ROOM SFT STONE FLOOR TILE WATER CLOSET(WALL MOUNTED) FAF FACTORY APPLIED FINISH LSS LIFE SAFETY SYSTEMS ST STONE ® - BP BUILDING PAPER FCP FIRE COMMAND POST LSL LAMINATED STRAND LUMBER STD STANDARD D B INTERIOR ELEVATION STEEL e BB BULLETIN BOARD FD FLOOR DRAIN STF-KI STEEL FRAME-WELDING FDC FIRE DEPARTMENT CONNECTION MAIL MATERIAL STF-KD STEEL FRAME-KNOCK DOWN URINAL BD MAX MAXIMUM BOARD STL STEEL C BRK BRICK FDN FOUNDATION BRASS/BRONZE BL MB MARKER BOARD STRUCT STRUCTURAL BLINDS FE FIRE EXTINGUISHER MB MACHINE BOLT STSTORAGE BLDG BUILDING FEC FIRE EXTINGUISHER CABINETMBH MOP&BROOM HOLDER WALL MOUNTED LAVATORY 1 MDH MAGNETIC DOOR HOLDER SUSP SUSPEND(ED) BLKG BLOCKING FF FINISH FLOOR SHEET FINISH ® STONE E5 A2. DETAIL IN DRAWING SET BM BEAM FH FIRE HYDRANT 1 gy SHEBM BENCHMARK FHC FIRE HOSE CABINET MDO MEDIUM DENSITY OVERLAY BOC BOTTOM OF CONCRETE FIN FINISH(ED) MECH MECHANICAL T TILE ® ALUMINUM 165�1COUNTER LAVATORY MEMS MEMBRANE T TREAD BOD BOTTOM OF DECKING) FIXT FIXTURE Tg TOWEL BAR BOF BOTTOM OF FRAMING FLG FLASHING MEZZ MEZZANINE pM DETAIL IN PROJECT MANUAL BOS BOTTOM OF STEEL FLR FLOOR(ING) MFR MANUFACTURER T&B TOP 8 BOTTOM TC TRANSPARENT FINISH-CLEAR ® BOT BOTTOM FLOR FLUORESCENT MH MANHOLE TER TERRAZZO PLASTICS BR BEDROOM FMF FLEXIBLE MEMBRANE FLASHING MIN MINIMUM TEL TELEPHONE ®FD BTWN BETWEEN FO FACE OF MIR MIRROR TEMP TEMPERED RUBBER,SEALANT,AND JOINT FILLER BUR BUILT-UP ROOFING FOC FACE OF CONCRETE MISC MISCELLANEOUS FLOOR DRAIN MO MASONRY OPENING TFS TRANSPARENT FINISH-STAINED 2 REVISION NOTE FOF FACE OF FINISH Tg,G TONGUE&GROOVE CAB CABINET FOHC FREE OF HEART CENTERS MP METAL PANEL TGL TEMPERED GLASS SCO FLOOR CLEANOUT CB CATCH BASIN FOM FACE OF MASONRY MS METAL STUDMTD MOUNTED THK THICK(NESS) ROUGH WOOD LUMBER CEM CEMENT FOS FACE OF STUD TJ TOOL JOINT (CONTINUOUS) CF CUBIC FEE FOSH FACE OF SHEATHING MTL METAL TKBD TACKBOARD O KEYED NOTE CFLG COUNTERFLASHING FOW FACE OF WALL MULL MULLION MWP METAL WALL PANELING) TOC TOP OF CONCRETE ROUGH WOOD LUMBER DRINKING FOUNTAIN-HI/LO CG CORNER GUARD FPL FIREPLACE TOD TOP OF DECK(ING) O (NON-CONTINUOUS) O CH COAT HOOK FR FIRE-RATED N NORTH TOG TOP OF FINISH GRADE CIP CAST IN PLACE FRP FIBERGLASS REINFORCED PANEL TOM TOP OF MASONRY CJ CONSTRUCTION JOINT FRPT FIRE-RETARDANT PRESSURE TREATED N/A NOT APPLICABLE TOPG TOP OF PAVING WOOD FINISH -HH HOSE BIBNC NURSE CALL tO WINDOW TYPE CL CENTERLINE FRT FIRE-RETARDANT TREATED TOPL TOP OF PLATE CLG CEILING FSO FIRE/SMOKE DAMPER NF NO FINISH CMU CONCRETE MASONRY UNIT FT FEET/FOOT NIC NOT IN CONTRACT TOS TOP OF STEEL TOW TOP OF WALL PARTICLE BOARD CO CLEANOUT EG FOOTING NO. NUMBER COL COLUMN FUR FURRING/FURRED NOM NOMINAL TPD TOILET PAPER DISPENSER FIRE PROTECTION OFFICE ROOM NAME ROOM NUMBER CONC CONCRETE FWP FABRIC WALL PANEL NTS NOT TO SCALE TS TUBE STEEL TOILET PLYWOOD 106 CONN CONNECTION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NCD TELEVISION T COVER DISPENSER PROJECT NUMBER: 214291 CONST CONSTRUCTION GCMU GLAZED CONCRETE MASONRY UNIT O/ OVER TYP TYPICAL Landmark SYSTEMS CONT CONTINUOUS GL BK GLASS BLOCK OC ON CENTER(S) ® GLASS(SECTION) COORD COORDINATE GA GAUGE or GAGE UL UNDERWRITERS LABORATORY Ford Lincoln CORR CORRIDOR GALV GALVANIZED OD OUTSIDE DIAMETER UON UNLESS OTHERWISE NOTED ELEVATION DATUM OFCI OWNER FURNISHED,CONTRACTOR INSTALLED CPT CARPET GB GRAB BAR UOS UNLESS OTHERWISE SHOWN ,On SMOKE DETECTOR OH OWNER FURNISHED,OWNER INSTALLED O CJ CONSTRUCTION JOINT GFRC GLASS FIBERGLASS REINFORCED CONCRETE UPS UNINTERRUPTIBLE POWER SYSTEM GLASS ELEVATION OH OVERHEAD � (ELEVATION) CSK COUNTERSUNK GFRG GLASS FIBER REINFORCED GYPSUM OPNG OPENING CTR CENTER GL GLASS UR URINAL * SPRINKLER HEAD 9'-0" CEILING ELEVATION CW COLD WATER GLAM GLUE-LAMINATED OPP OPPOSITE 12300 S W 68th AVE, RIGID INSULATION CY CUBIC YARDS GYP GYPSUM OSSC OREGON(STATE)STRUCTURAL SPECIALTY CODE VCT VINYL FIRE EXTINGUISHER IN CABINET CMP COMPOSITE METAL PANELS GYP PLAS GYPSUM PLASTER OSB ORIENTED STRAND BOARD VEN VENEER COMPOSITION TILE TIGARD, OREGON 97223 ® FEC CS CONCRETE SEALER VERT VERTICAL BATT INSULATION B P-1 FINISH MATERIAL-TYPE H HIGH OVEST VESTIBULE PERF PERFORATED D DEPTH HB HOSE BIBB VG VERTICAL GRAIN 2 o FE FIRE EXTINGUISHER, DF DRINKING FOUNTAIN HC HOLLOW CORE(MATERIAL) PERP PERPENDICULAR VT VINYL TILE GYPSUM BOARD WALL MOUNTED DIA DIAMETER HDR HEADER PL PLATE VTR VENT TO ROOF DIAG DIAGONAL HDWR HARDWARE PL PROPERTY LINE DIM DIMENSION HDWD HARDWOOD PLAM PLASTIC LAMINATE DS DOWNSPOUT HM HOLLOW METAL PLAS PLASTER DTL DETAIL PWD PLYWOOD W WELDED HORIZ HORIZONTAL W WEST DW DISHWASHER HPL HIGH PRESSURE LAMINATE PR PAIR DWG DRAWING HPM HAZARDOUS PRODUCTION MATERIAL PREFAB PREFABRICATED W WIDTH PREFIN PREFINISHED WI WITH DWR DRAWER HR HOUR W/p WITHOUT HT HEIGHT PSF POUNDS PER SQUARE FOOT WB WOOD BASE HVAC HEATING,VENTING,&AIR CONDITIONING PSI POUNDS PER SQUARE INCH WC WATER CLOSET SYMBOL LEGEND HW HOT WATER PT POINT WC WALL COVERING HWY HIGHWAY PT CONC POST TENSIONED CONCRETE PT PRESSURE TREATED WDW WINDOW STRUCTURAL IBC INTERNATIONAL BUILDING CODE PTD PAPER TOWEL DISPENSER WD WOOD ID INSIDE DIAMETER WWF WELDED WIRE FABRIC PTD/WR PAPER TOWEL DISPENSER/WASTE RECEPTACLE WF# WOOD FLOORING(SUFFIX#DENOTES TYPE) STEEL DECKING PVC POLYVINYL CHLORIDE IN INCHES WH WATER HEATER INCAN INCANDESCENT P PAINT SYSTEM COLOR TUBE STEEL COLUMN INFO INFORMATION WPM WALK OFF MAT INCL INCLUDE(D)(ING) PLC PLASTIC WP WALK OFF OF(ING) PSL PARALLEL STRAND LUMBER WR WASTE RECEPTACLE INT INTERIOR WT WEIGHT INV INVERT QT QUARRY TILE WWW WOOD WALL PANELING) O STEEL PIPE COLUMN INS INSULATE(D)(ION) WRg WEATHER RESISTANT BARRIER R RISER SHEET TITLE: RA RADIUS STEEL CHANNEL RB RESILIENT BASE YD YARD Architectural RC RESILIENT CHANNEL RCP REFLECTED CEILING PLAN RD ROOF DRAIN Symbols &D WIDE FLANGE COLUMN ROO ROOF DRAIN OVERFLOW REF REFERENCE Abbreviations n REFR REFRIGERATOR STEEL GIRDER REINIF E(D)(ING) REQD REQUIRED REV REVISE(D)(ION) RH RIGHT HAND RHR RIGHT HAND REVERSE w RM ROOM DRAWN BY: DCJ RO ROUGH OPENING DATE ISSUED: 10.04.2016 RT RUBBERTILE RWL RAIN WATER LEADER a ADDM 2 01.20.2017 E RF RESINNES(RESINOUS)FLOORING , RS ROOFING SYSTEM JT IV Q ry a_ c m 3 Ai m SHEET: ry LRS ATh9mis,Inc.®2016 E 0 N N N 50 Y 9 GENERAL NOTES GENERAL 44. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 68. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY DOOR AND HARDWARE 45. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 46, DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID. FIFTY OR MORE. THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE 23. DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF 69. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 WORKING TENANT OR BUILDING IMPROVEMENT. KNOWLEDGE OR EFFORT. CONTROLS AND THERMOSTATS, ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC), 2014 24. NEW DOOR HARDWARE SHALL MATCH EXISTING BUILDING STANDARD LEVER HANDLE WITH PRIOR TO ACCEPTANCE OF BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE. L f OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY FINISH TO MATCH BUILDING STANDARD. FINISH OF HINGES AND CLOSERS TO MATCH. ALL 47. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY CODE(GMSC), 2014 OREGON FIRE CODE, 2014 OREGON ENERGY EFFICIENCY SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT A R C H I T E C T S CODE(OEESC), 2014 OREGON PLUMBING SPECIALTY CODE(OPSC), 2014 OREGON ELECTRICAL 25. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING TENANT IMPROVEMENT AREA. NATIONAL ELECTRICAL CODE. SPECIALTY CODE(OESC)AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING KEYING SYSTEM. 48. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE 70. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING 720 NW Davis 503.221.1121 IM AUTHORITIES. 26. PROVIDE NEW DOORS MATCHING EXISTING DOORS'VENEER SLICING PATTERN AND GRAIN ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6) OR MORE SHALL ALWAYS BE ON THEIR ALARM SYSTEM AS REQUIRED BYADA AND CURRENT OSSSC STANDARDS. PROVIDE Suite 300 503 221.2077 1) 3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VERIFYALL DENSITY,AND FINISH. OWN ZONE. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS WITH DIMENSIONS AND CONDITIONS PRIOR TO START OF WORKAND REPORT ANY DISCREPANCIES 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING 49. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITYAND CONDITION OF SCHEDULED BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. Portland OR 97209 www.irsarchitects.com TO THE ARCHITECT. STANDARD FINISH AND TYPE. EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE 71. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND PAY 28. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL REPAIRED OR REPLACED. PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 72. VERIFY SERVICEABILITYAND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. ASSEMBLYAND INDICATED FIRE PROTECTION RATING OF NO LESS THAN 20 MINUTES. CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY. 5. THE CONTRACTOR SHALL PROVIDE AND PAY FOR DUMPSTER AND TELEPHONE. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH PRESENT BUILDING CODE 50. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN PITS, 73. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET D Ake 6. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD REQUIREMENTS, PROVIDE NEW DOORS, FRAMES AND HARDWARE THAT COMPLY. SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER PROJECT REQUIREMENTS. l"' ` WORKAND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED) SHALL BE SUPERVISED, 74. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES, UNLESS OTHERWISE INDICATED. �� 1�' CONSTRUCTION. PROJECT AREA TOA MAXIMUM PRESSURE OF 5 LBS. TO COMPLY WITH ADA REQUIREMENTS. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 75. KNOWN EXISTING(E) ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF PROTECTION ASSOCIATION STANDARDS. DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY V PNEN R.k1LENAt+1 FINISH UNLESS OTHERWISE NOTED. FINISHES 51. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. ] �3 8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. DRAWINGS BY ARCHITECT 76. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR 9. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e., JACK HAMMERING OR 30. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA 52. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TO INSTALLATION. a CORE DRILLING), OR ODORS(i.e., PAINTING OR ADHESIVE FROM FLOOR OR WALL CAUSED BY CONSTRUCTION OPERATIONS. NECESSARY TO COMPLETE THE WORK. 77. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. (PORTLAND.OREGON COVERINGS), SCHEDULE SUCH ACTIVITIES FOR AFTER COORDINATE SUCH ACTIVITIES WITH BUILDING OWNERNOTED. SUBMIT COLOR D NORMAL BUSINESS HOURS. 31 ITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE RAW-DOWNS TOA CHITECT AND OWNER FOR APPROVAL PRIOR TO 53 CONFIGURATION OF FIRE-RA REQUIREDPROVIDE FIRE DAMPERS AS ED PARTITIONS.BY RRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING.78. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING /�+�i 3083 10. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING APPLICATION. 54. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONDITION. 0'O'v OWNER. 32. WHERE ALL NEW PARTITIONS ABUT, JOIN OR CONNECT TO EXISTING SURFACES, WALLS, OR TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 79. CLEAN NEW, EXISTING, AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS 11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR NEW CONSTRUCTION, THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. 55. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND REPLACE DAMAGED ON SITE. 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3) COATS SANDED AND PRIMED TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER. 12. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED TO MEET PAINT READY REQUIREMENTS. 56. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 80. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR FOR RETURN. 34, EXISTING WALLS AND SURFACES SHALL BE STRIPPED, RESURFACED,AND PATCHED AS SEPARATE AND REROUTE EXISTING DUCTWORKAND CONTROLS REQUIRED TO PROVIDE BALLAST IF NOT IN GOOD WORKING CONDITION. 13. UPON COMPLETION OF WORK, BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER REQUIRED. INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. 81. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM CONSULTANT: KEY ORIGINALS OR CARD ACCESS DEVICES. 35. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOT POUR DOWN DRAINS, CATCH BASINS, 57. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO 14. WARRANTY ALL PARTS, LABOR, EQUIPMENT, AND MATERIAL PROVIDED UNDER THIS OR IN LANDSCAPING. DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. INSTALLATION. CONTRACT OF A PERIOD OF ONE YEAR, UPON FINAL COMPLETION OF CONTRACT. 36. PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER 58. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBM/TAN AIR 82. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING, EQUIPMENT,AND PHONE AND 15. SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. SINK, LABEL ALL LEFT OVER PAINT, AND DELIVER TO OWNER WHERE DIRECTED. BALANCING REPORT TO THE OWNER. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR 37. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH TO MATCH 59. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE. SUBSTITUTION. EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. THREE CALENDAR DAYS PRIOR TO THE FIRST DAYAFTER SUBSTANTIAL COMPLETION. 16. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, UNLESS PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. 17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 39. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH ELECTRICAL-DESIGN BUILD 83. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON EXISTING TO REMAIN OR TO BE REUSED. UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. FIRE SPRINKLER 8 ALARM SYSTEMS. 18. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE ENVIRONMENTALLY SAFE", 60. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT ELECTRICAL DESIGN LOW ODOR, AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS FURNISHINGS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. CONSTRUCTION. 19, CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT 40. INSTALL BUILDING STANDARD WINDOWCOVERINGS AT ALL PERIMETER WINDOWS IN 61. IF AN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH 84. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. THOROUGHLY CLEAN PREMISES IMPROVEMENT AREA UNLESS OTHERWISE NOTED. DO NOT PROVIDE NEW IF ALREADY FOR FULL-SERVICE BUILDINGS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS, SO THAT BUILDING IS EXISTING. REPAIR AND/OR REPLACE ANY DAMAGED WINDOWCOVERINGS TO MATCH 62. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. READY FOR OCCUPANCY BY TENANT. INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND EXISTING. NECESSARY TO COMPLETE WORK. AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS, BUT WERE 41. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDERED NOT 63. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 85. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS AND AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. IN CONTRACT. 64. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY 20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL 65. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF BE PERFORMED TO THE OWNER WITH BID. COMPLETION OF WORK. CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF MECHANICAL-DESIGN BUILD 66. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND IS INTENDED 86, CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY DESIGN-BUILD PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT. ITEMS. 42. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH 21. WHENEVER REMODEL WORK REQUIRES THE TENANTS FURNITURE TO BE MOVED, MONIES SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS, IN ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE 87. VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED ARE TO BE INCLUDED FOR AN OFFICE FURNITURE MOVING COMPANY TO COMPLETE THIS ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL (2) COPIES OF A COLORED FLOOR ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT. MOUNTING HEIGHTS. WORK. PACKING AND UNPACKING ARTWORK, PERSONAL BELONGINGS, LOOSE ITEMS ON PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL 67. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLYAND IS DESK AND SHELVES,AS WELL AS ITEMS WITHIN DESKS AND FURNITURE, WILL BE COMPLETED DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL SWITCHING, 88. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND BY THE TENANT. ARCHITECT PRIOR TO CONSTRUCTION. AUTOMATIC AREA SHUTOFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED FROM 22. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE 43. PAYALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION. NECESSARY TO COMPLETE WORK. PER ROOM, UNLESS OTHERWISE INDICATED. TUB/SHOWER ENCLOSURES. 89. FLOOR DRAINS: ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CLEAR FLOOR SPACE. EXCEPTION: DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED DRAIN HOLES DO NOT EXCEED 1/2"DIA. MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/87 . END OF GENERAL NOTES PROJECT NUMBER: 214291 3'-0"CLR 3'-0"CLR HAND-HELD SPRAY Landmark INSIDE INSIDE UNIT W/60" HOSE W/ 60 30 L ADJUSTABLE HAND-HELD Ford Lincoln FIXED HEAD CLEAR MIN CLEAR MIN 1'-6" SPRAY UNIT W/60"HOSE TOWEL DISPENSER AND COAT&UTILITY HAND DRYER MOUNTING OPT. W/FIXED HEAD MOUNTING WASTE RECEPTACLE HOOK EXIT SIGN 36"ADJUSTABLE - OPTION. MIRROR SANITARY NAPKIN SOAP W SHOWER HEAD �/ V No DISPENSER DISPENSER 4"MAX BAR CONTROL PANEL 31/2"MAX TYPICAL DOOR O 6" MAX 6" MAX = VERTICAL GRAB BAR SEAT FOR PARALLEL 12300 SW 68th AVE, OPENING _29" TO RAISED Co APPROACH u- ' - 6" MAX 6." MAX 15"MIN FOR 5"MAX CHAR/yCTERS o TIGARD, OREGON 97223 c FORWARD FORFORWARD APPROACH 18 ' z mo w T-1 3Zw SEAT � (4e > w o O " OZ SPOUT OUTLET F- 4 0 M 8"MIN m v a LLI ceo o w CO15"MAX M � H a � F-� 15" MAX �"� ,•� n � "'+ � � v r, BACK WA_L CONTROL WALL SIDE WALL BACKWALL y7" MAX .` CONTROL WALL 66' 11"MIN 66 TYPICAL AT DOOR TRANSFER SHOWER(SECTION 608.3.1) SHOWER WITH SEAT(SECTION 608.3.2) DRINKING FOUNTAIN(SECTION 602) TOILET ROOM MOUNTINGS y 5'-0" JO OTHER FIXTURES 12"MIN Fes` LOWED IN THIS AREA 32"CLEAR AT w 3,�" 24"MIN i, 3'4" 1'-2"„ ACCESSIBLE LL 12"MAX / ,' 36"GRAB BAR 4 REFLECTIVE SHELF AND 36"MAX O \ 18"VERTICAL N / U) 4'-0" SURFACE POLE =, - w 17"TO 25" . _ 1 GRAB BAR ✓ 12'MIN c _, 4�� ACCESSORY ZONE m w z Z c 42"GRAB BAR " m LAVATORY&LAV 2 Lu O , c� L4.1O �. URINAL IN COUNTER 8"MIN �' � % �' �' SCREEN Q INSULATE EXPOSED p RIM HOT WATER z `�� g _ a z / 10"MAX > io r O � SUPPLY AND ? r v m z g= iv iv 18"VERTICAL ° ` URINAL DRAIN SHEET TITLE: 2'-6" Fig.308.2.1 Fig.308.3.1a ~ GRAB BAR _ PIPES TYP w " CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED SIDE APPR)ACH r 16 18"A 42"GRAB BAR 42"MAX 6"MAXI 11"ti IN Architectural tectural PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH o W TER CLOSET-PLAN TOILET-SURFACE MOUNT 4"MAX (SECTION 604) Information & MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) ACCESSORY ZONE(SECTION 604.7) URINALS(SECTION 605) LAVATORYAND SINKS(SECTION 606) General Notes 5 OPERABLE THERMOSTAT FIRE ALARM SIGNAUER SIGNOBE WALL MOUNTED FANNUNCIATOR LARE - �L >20"_P5" z MOUNTED PHONE FIRE EXTINGUISHER SIGN EXTINGUISHER EMERGENCY POWER 20"MAX EXIT SIGN RECESSED FIRE OFF PUSH BUTTON w / Fig.308.2.2 MANUAL PULL EXTINGUISHER CABINET DRAWN BY: DCJ 8 TYPICAL ELECTRICAL OUTLET STATION TACTILE OBSTRUCTED HIGH FORWARD REACH NI SHELF AND DOOR INTERCOM DATE ISSUED: 10.04.2016 rL - TO RAISED ELECTRICAL OUTLET TELEPHONE STATION cC� SIGNAGE 1 10"MAX >10"-24" ^ POLE OPENING CHARACTERS AT CASEWORK OUTLET AND OF ADDM 2 01.20.2017 -mac D ZL SWITCHES O -CHARACTERLIMITS OF PROTRUDING OBJECTS --� �+-� _ � 0 0 ` �' O r EXCEPTIONS: -m a o w a❑ x O w m ❑ 0 m O= 4 1 k�.� u 61. HANDRAILS MAY PROTRUDE 41/2'MAX, z � j a w o w q m O 0 c j v 2 .� c `�� 2. DOOR CLOSEST AND DOORSTOPS m CARD O n , 0 < z z w o m� a m O O `' a SHALL BE PERMITTED TO BE 78'MIN READER 0 0 7o uii ❑ ao o r in ABOVE FLOOR �,, a ■ Fig.308.3.2 -� � `t . t r r ° SIDE APPR)ACH SHEET: A1001 OBSTRUCTED HIGH SIDE REACH ICC/ANSI Al 17.1-2009 SECTION 308 REACH RANGES(ALL DIMENSIONS ARE NOT TO SCALE) SHELVES(SECTION 603.4) TYPICAL AT DOOR MISCELLANEOUS WALL MOUNTINGS E LRS ArchiteGs,Inc.©2016 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) SCALE: NOT TO SCALE a GENERAL NOTES A. THIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY.SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME L f s O SPECIFIC BUILDING CODE REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. ARCHITECTS B. SEE ASSEMBLIES/CODE SHEET FOR CODE SUMMARY AND AREA CALCULATIONS BOTH ALLOWABLE AND AREA 720 NW Davis 503.221.1121 �Y 0 CALCULATIONS. Suite 300 503 221.2077 0 C. SEE CODE INFORMATION SHEET,AND OTHER PLAN AND DETAIL Portland OR 97209 www.Irsarchitects.com SHEETS FOR ACCESSIBILITY CONFORMANCE. D. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY LINE,PUBLIC 0 WAY LOCATIONS,AND COURTYARD LAYOUT(WHERE OCCURS). D E. COORDINATE WITH LOCAL FIRE MARSHAL FOR LOCATIONS AND �� C`lf� a a a a VERIFY LOCATIONS OFREQUIREMENTS OF LFIRE EXISTINGTINGUISHER CABINETS- "EpHEINIMM ChaOPEN TO F. REPLACE ALL EXIT SIGNS TO MATCH-COORDINATE AND - SERVICE BELOW VERIFY EXIST SIGN LOCATIONS FOR QUANTITY PORTLAtuD.GRE6ON LEGEND 3083 OF ❑ OCCUPANCY GROUP BAREA a o a a - ------------------ OCCUPANCY GROUP S-1 AREA CONSULTANT: 44"WIDE PATH OF EGRESS TO BE ILLUMINATED WITH 1 FOOT-CANDLE ALONG WALKING SURFACE AT ALL TIMES.EMERGENCY POWER TO BE PROVIDED ALONG PATH FOR ILLUMINATION R Jo a MINUTES IN THE EVENT OF APOWE FAILURE. Tj FILES 709 SFOCKER r I�+1R T L (3) I E OCCUPANCY 8 I OFFICE AREA OF WORK 4Y837 SF,1❑ ❑ ❑ CM 514 SF (2) ROOM OCCUPANT LOAD(OR TOTAL FLOOR OCCUPANT LOAD) CLOSE — — _ EUCOM t� ( ) ROOF BELOW EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE I OCCURS AT ALL EXITS,EVERY 100'IN CORRIDORS,AND IN OFFICE ( SPACES WHERE 2 MORE ARE REQUIRED PER SECTION 1011. 84 SF \ ' V SEE ELECTRICAL DRAWINGS.(W/POCHE INDICATING"EXIT" (1) © GENERAL 842SF 14/nl CONFERENCE TEXT SIDE OF SIGN.)SIGNS SHOWN IN CORRIDORS ARE OFFICE (9) �l 898 SF w /u`M=UPrµLo CEILING HUNG.aSIGNS SHOWN ON WALL ARE WALL HUNG. TRAVEL DISTANCE (49) TO EXIT=86-0" r OFFICE E REQUIRED EXIT AND EXIT EGRESS DIRECTION 100 SF(1) © O PLAN NORTH 2. SECOND FLOOR -CODEANALYSIS PLAN i 1 © TRUE ACCUMULATIVE NUMBER OF OCCUPANTS SERVED WITH NORT �� EGRESS DIRECTION AT ARROW LOCATION.(DESIGNATED UU �� `— WHERE(2)MEANS OF EGRESS ARE REQUIRED PER TABLE 15 J M n MEANS OF EGRESS REQUIRED(QUANTITY)(ONLY --------------v�`vv`v U UQ�WB� DESIGNATED WHERE(2)MEANS OF EGRESS ARE REQUIRED) (E) EXISTING 11 115 PROJECT NUMBER: 214291 i FE WALL MOUNTED FIRE EXTINGUISHER FEC SEMI RECESSED FIRE EXTINGUISHER CABINET Landmark -- - --- Ford Lincoln --•-----•---- PATH OF AREAS BEING ALTERED FOR BARRIER REMOVAL PER OSSC CH 34 Service Renovation -- - - - - PATH OF TRAVEL 12300 SW 68th AVE, TIGARD, OREGON 97223 --- - - - - - - - - - - - - WARRANTY 171 SF �^ (2) OFFICE CA SHIER-2 96 SF \LIBRARY as SF RETAIL Ell (2) " PARTS OFFICE\ 965 SF �2)SF (33) WO (E)TRASH& (CLOSURE C� 8 Z1 CLOSET-1 VENDING " 6, 193 SF ME — HALL-03 354 SF w w✓ (4) F - - - ,� OFFICE AI *3 � 474 SF �► SHEET TITLE: 12 CASHIER'' W 'a 586 SF y RENTAL HALL-02 Code Analysis ] (6) Q I First & Second ffEP2T. � Floor Plans WAITING OFF E OFFICE �—AREA OF WORK 0 (10) 373 SF 156 SF 162 SF 4 DRAWN BY: DCJ O O B DATE ISSUED: 10.04.2016 Q ADDM 2 01.20.2017 Q3 ADDM 3 02.23.2017 N Q ry a SHEET: A 101 PLAN NORTH LRS A chtte 7s,Inc.®2016 1. FIRST FLOOR -CODE ANAYLYSIS PLAN P „ sc�: ,ne•=,•a TRUE NORiHe Q a _ I TECH PARTS © D 107 DEMOLITION GENERAL NOTES A. WAIVER OF EXISTING CONDITIONS: i EXISTING ITEMS AND CONDITIONS INDICATED IN CONTRACT DOCUMENTS,INCLUDING BUT NO LIMITED TO = PROPERTY BOUNDARIES&RESTRICTIONS,EASEMENTS,TOPOGRAPHY,SOIL CONDITIONS,STRUCTURES, L _ AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND OWNER. A R C H I T T C T S B. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.NOTIFY THE ARCHITECT OF STAIR-03 DISCREPANCIES. 720 NW Davis 503.221.1121 ln� V C. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL ABOVE AND BELOW GRADE SITE WARRANTY ► UTILITIES.VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND/OR UTILITY SERVICE PROVIDER. Suite 300 503 221.2077 D 108 (� 1=/j IL ——— —— D. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE RESPECTIVE SERVICE PROVIDER(S)AND Portland OR 97209 www.lrsarchitects.com NOTIFY OWNER. 16 6 E. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS lel /<2�; IN ADVANCE. OFFICE - — 106 CASHIER-2 — 1 F. COORDINATE DEMOLITION W/NEW WORK: j 105 COORDINATE DEMOLITION WORK WITH NEW WORK INDICATED IN CONTRACT DOCUMENTS-SEE ADDITIONAL t` - T T -' DRAWINGS FOR ADDITIONAL INFO. —L _\l G. ABANDONMENT OF EXISTING ELECTRICAL WORK: "EMIEN� HAtr�ALL ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING SHALL BE REMOVED-NON-TERMINATED109 H LIBRARY � 27 20 2O 13 6 WIRING IS NOT PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED. H. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND AREA OF WORK TO MAINTAIN PUBLIC SAFETY. � " lr-; .�r� i . E PROVIDE AND MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM WEATHER DURING DEMOLITION ------• JANITOR AND NEW CONSTRUCTION. , p4RTLAND,OREGON 124 .f, 30 1 18 t.,t WOMENS /� 123 - u OF 60 J KEY NOTES OFFICE I = CLOSET-1 110 RETAIL PARTS 20 _ = - �,,, 125 -T 104 M ; "--" -► --_-_ I fl REMOVE EXISTING FLOORING. O REMOVE&DISPOSE EXISTING INTERIOR WOOD DOOR LEAFS-PREPARE FRAMES FOR NEW DOORS 1g 13 6 T/ °;� -REFER TO NEW PLAN. CONSULTANT: _ 18 r -T HALL-03 N SERVICE r _ ; , O ENS 121 /022 ,1 i O REMOVE WALLS AS INDICATED-TYPICAL _ 26 ' L __- ' 122 L — �'' ! �4 REMOVE CASEWORK. CLOSET-2 z 2610 \ 126REMOVE STAIRCASE AND HANDRAIL. r-__=i REMOVE COUNTERTOP AND PREPARE FOR NEW COUNTERTOP-REFER TO NEW PLAN. I r - -- -- -, VENDING3 -------------------------- -- - — 7 REMOVE AND CAP PNEUMATIC SYSTEM AS REQUIRED. - - - - - O 25 ;-_ --� OFFICE Elio 4 -'-;"�� 118 6 �� F $� REMOVE SINK AND CAP PLUMBING AS REQUIRED. OFFICE FORMAN 16 113 112 1 9� EXISTING HOLLOW METAL FIRE-RATED DOOR TO REMAIN. 8 15 T /Q 10 EXISTING TO REMAIN,TYPICAL.VENDING MACHINES,NIG. 12 12 - - _ t= = I ' ------=- - CASHIER '�'� 12 F HALL-02 11 REMOVE CASEWORK AND SALVAGE FOR REUSE. REMOVE AND DEMOLISH COUNTERTOP AND 44j - ' ' ��Oj PREPARE FOR NEW COUNTERTOP-REFER TO NEW PLAN. 103 ,' t' R 3 120 12 REMOVE DOOR AND FRAME. CASHIER-t; ! RENTAL �, J.' 14 ; ; ; 117 ;�f .. '------- -------- i`J- _ _ _ 23 7 119------ �'`� `„ 3g::R7E.M0VE ' --�C--i A SINK AND EXISTING FAUCET. :1 .\ 3 r----------------- p 22\ 14 REMOVE AND SALVAGE OVERHEAD DOOR AND TRACK FOR REUSE. --'�-- --------- - -- 3 REMOVE AND SALVAGE EXISTING BOTTLE FILUDRINKING FOUNTAIN FOR REUSE. 16 EXISTING BASE CABINETS TO REMAIN IN PLACE-REMOVE ALL EXISTING FINISHES FROM 28 4 /3\ HALL-01 CASEWORK BELOW COUNTERTOP AND PREPARE FOR NEW FINISH. 116 17 SAW CUT AND REMOVE EXISTING CONCRETE SLAB, EXCAVATE FOR NEW ELEVATOR PIT-REFER —— ;------ (----- —�1 `► F.6 TO NEW PLAN. RECEPTION _ _IIO/ U�_// 18 REMOVE&DISPOSE EXISTING P.LAM.TOILET PARTITIONS. 101 24 ' 24 19 REMOVE&DISPOSE EXISTING URINAL. CHILD PLAY i ` ----------------- 114 0o 20 REMOVE&DISPOSE OF EXISTING WATER CLOSET. ---------------------- WAITINGiOFFICE v j02 N 115 r 21 REMOVE ALL EXISTING GRAB BARS AND TOILET ROOM ACCESSORIES AND STORE ON-SITE FOR N -7 RE-USE. PROJECT NUMBER: 214291 1 � \/ 28 22 REMOVE&DISPOSE EXISTING DOOR-EXISTING FRAME AROUND THE OPENING TO REMAIN. Landmark (j 23 REMOVE COUNTER COILING DOOR. Ford Lincoln (E) � 24 EDGE OF EXISTING FLOOR REMOVAL. O 0 U EXISTING SLIDING GLASS DOOR TO REMAIN. Service Renovation IF- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G•2 26 REMOVE EXISTING ROLL-DOWN FIRE CURTAIN AND DELIVER TO OWNER. 123OOSlNfi8thAVE, 1 27 REMOVE EXISTING FLOOR FINISH FROM RAISED FLOOR AND PREPARE FOR NEW FINISH-SEE NEW FINISH PLAN. TIGARD, OREGON 97223 13'-0" L 20'-0" �2'-8% 91-8" �T-0"� 16'-2" 23'-6" T-2" DEMO EXISTING FLOOR FOR NEW WALK OFF MAT. LEGEND EXISTING TO REMAIN DEMOLISH EXISTING ELEMENT AS NOTED PLAN NORTH 1. FIRST FLOOR = DEMOLITION PLAN TRUE SCALE. 118"= 1=0" 0 4' 8' 16' NORTH AREA OF WORK SHEET TITLE: N First Floor SS �T Demolition Plan DRAWN BY: DCJ 8 DATE ISSUED: 10.04.2016 LL KEY PLAN SCALE: N.T.S1 ADDM 1 12.05.2016 N Q ADDM 2 01.20.2017 et 33 ADDM 3 02.23.2017 _ n. . ' `m w SHEET: A201D N LRS Amhlteds,Inc.®2016 Q 0 � DEMOLITION GENERAL NOTES A. WAIVER OF EXISTING CONDITIONS: EXISTING ITEMS AND CONDITIONS INDICATED IN CONTRACT DOCUMENTS, INCLUDING BUT NO LIMITED TO PROPERTY BOUNDARIES&RESTRICTIONS, EASEMENTS,TOPOGRAPHY,SOIL CONDITIONS,STRUCTURES, L f AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND OWNER. B. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.NOTIFY THE ARCHITECT OF A R C H I T E C T S DISCREPANCIES. C. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL ABOVE AND BELOW GRADE SITE 720 NW Davis 503.221.1121 'R UTILITIES.VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND/OR UTILITY SERVICE PROVIDER. Suite 300 503 221.2077 D D. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE RESPECTIVE SERVICE PROVIDER(S)AND NOTIFY OWNER. Portland OR 97209 www.irsarchitects.com E. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS IN ADVANCE. F. COORDINATE DEMOLITION W/NEW WORK: COORDINATE DEMOLITION WORK WITH NEW WORK INDICATED IN CONTRACT DOCUMENTS-SEE ADDITIONAL D DRAWINGS FOR ADDITIONAL INFO. AkCv I I G. ABANDONMENT OF EXISTING ELECTRICAL WORK: �� ALL ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING SHALL BE REMOVED-NON-TERMINATED "EPHEN~ iAM GL7WIRING IS NOT PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED. H. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND AREA C WORK O MAINTAIN PUBLIC DEMO.PROVIDE AND MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM WEATHER DURING DEMOLITION ��. AND NEW CONSTRUCTION. I (,PORTLAND,GREGONA,,. l'9 3083 �y., � `C'(Woo KEY NOTES I I I 1D REMOVE EXISTING FLOORING AND FLOOR STRUCTURE-ALSO SEE STRUCT. N 2O REMOVE EXISTING WALLS AS INDICATED. CONSULTANT: I I I ST 3O REMOVE EXISTING STAIRCASE AND HANDRAIL. 4O REMOVE DOOR. O5 NOT USED. TOIL. O6 REMOVE EXISTING RELITE. 8 aO 207 O7 RELOCATE(E)FIRE ALARM AT DEMOLISHED WALL. RELOCATE TOWARDS THE EAST SIDE PER LL —I— CURRENT CODE AND JURISDICTION REQUIREMENTS. WOMEN'S 8 \�' // Og REMOVE EXISTING FLOOR FINISH. LOCKER CKER /^a\ —EA3 11 I I 210 O9 REMOVED AND DISPOSE OF EXISTING WATER CLOSET. 4 STORAGE �O 4 /208 10 10 REMOVE EXISTING MIRROR,SALVAGE FOR REUSE. II 11 REMOVE EXISTING LAVATORY. 212 SERVER DEALER 1P REMOVE EXISTING AND DISPOSE OF EXISTING CABINETS. . \� -- ___ __ 12 �L OFFICE 2 — = I I I J _ a - —�; ;; E 17 F1 W, MEN 10 206 13 EXISTING CARPET TO REMAIN. 4 11 ---``-- HALL 3' 8 4 \\ 4 G 201 4 �� I r I I I I a I J 2 OFFICE 202 O III I CONFERNCE 6 III 205 GENERAL OFFICE 204 I I I PROJECT NUMBER: 214291 Landmark OFFICE Ford Lincoln 203 13 N 0 ( I LEGEND Service Renovation EXISTING TO REMAIN 12300 SW 68th AVE, 33'-0" 8" 9'-8" 19'-2" ^ 23'-6" T-2" DEMOLISH EXISTING TIGARD, OREGON 97223 ELEMENT AS NOTED I I I I I I I I I I I I I I I I PLAN NORTH 1. SECOND FLOOR - DEMOLITION PLAN TRUE I SCALE: 1/8"= 1'-0" 0 4' e1 16' NORT k) >s AREA OF WORK s SHEET TITLE: Second Floor I / I Demolition Plan m 0 w DRAWN BY: OCJ pJ KEY PLAN DATE ISSUED: 10.04.2016 LL SCALE: N.T.S Q ADDM 1 12.05.2016 8 Q ADDM 2 01.20.2017 Y 3 ADDM 3 02.23.2017 N 3 SHEETA 202D LL N E LRS Architects,Inc.0 2016 a m N Q D DEMOLITION GENERAL NOTES Lf A. WAIVER OF EXISTING CONDITIONS: /� EXISTING ITEMS AND CONDITIONS INDICATED IN CONTRACT DOCUMENTS, INCLUDING BUT NO LIMITED TO A R R C H I T E C T S PROPERTY BOUNDARIES&RESTRICTIONS,EASEMENTS,TOPOGRAPHY,SOIL CONDITIONS,STRUCTURES, 720 NW Davis 503.221.1121 `a AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND OWNER. B. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.NOTIFY THE ARCHITECT OF Suite 300 503 221.2077 ❑ DISCREPANCIES. Portland OR 97209 www.lrsarchitects.com C. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL ABOVE AND BELOW GRADE SITE IUTILITIES.VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND/OR UTILITY SERVICE PROVIDER. D. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE RESPECTIVE SERVICE PROVIDER(S)AND NOTIFY OWNER. d � E. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS I I I IN ADVANCE. `�► F. COORDINATE DEMOLITION W/NEW WORK: COORDINATE DEMOLITION WORK WITH NEW WORK INDICATED IN CONTRACT DOCUMENTS-SEE ADDITIONAL "ERHENIRAPAILEWNDRAWINGS G. ABANDONMNT OFDEXISTIGITIONAL I ELECTRICAL WORK: ALL ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING SHALL BE REMOVED-NON-TERMINATED WIRING IS NOT PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED. PORTLAW GREGOIN I H. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND AREA OF WORK TO MAINTAIN PUBLIC SAFETY. 3063 E PROVIDE AND MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM WEATHER DURING DEMOLITION 9 �i�j AND NEW CONSTRUCTION. ' opoo I I I I KEY NOTES 1O EXISTING MECHANICAL RTU TO REMAIN CONSULTANT: I I I 2O EXISTING VENT TO REMAIN. '4 N O3 EXISTING BUILD UP ROOFING TO REMAIN-PATCH AND REPAIR AS REQUIRED I ® EXISTING CRICKET TO REMAIN. O5 EXISTING CANT TO REMAIN 6O EXISTING METAL COPING TO REMAIN. 7 EXISTING CONCRETE CURB TO REMAIN. �1 '4 EXISTING GUARDRAIL TO REMAIN. 4 P. FOR (22 RTU � � � I ❑ I ❑ ❑ ❑ ❑ ❑ � ❑ ❑ ❑ ❑ 9O EXISTING ROOF SCUPPER AND ROOF DRAIN TO REMAIN. Ll (NP) — 10 DEMO ROOF FOR NEW ELEVATOR SHAFT-SEE A301 FOR NEW ELEVATOR PENTHOUSE. El22 I ��\ // � ❑ �,/ TYP. FOR(2) ( I ❑ ❑I /X\ I I I 10 I I I 1 -- NP.FOR(6) / I oLU I I 3 ( PROJECT NUMBER: 214291 I I Landmark Ford Lincoln 4 4 - —�-- r - 4 - ; S ion �--� 12300 SW 68th AVE, / `' LEGEND TIGARD, OREGON 97223 �/� ,- G.2 9 9 EXISTING TO REMAIN 16' 10' 13'- -0" � -8" 9' " " -2" -2" -0" -2" '- 0" Q2 13'0" 20' -8T DEMOLISH EXISTING ELEMENT AS NOTED 13 14 14.5 15 PLAN NORTH 1. DEMOLITION ROOF PLAN TRUE 1 SCALE., 1/8'= 1'-0" 0 4' B' 16' NOR; i o AREA OF WORK SHEET TITLE: s Demolition ry Roof Plan m DRAWN BY: DCJ F DATE ISSUED: 10.04.2016 pJ a QADDM 2 01.20.2017 2 KEY PLAN m J SCALE., N.TS gryY_ OC R O Q 9 SHEET: / � 301 D E LRS Aichifects,Inc.®2016 n n Q a .I 1 DEMOLITION GENERAL NOTES I j —i (E I (�) F A. WAIVER OF EXISTING CONDITIONS: EXISTING ITEMS AND CONDITIONS INDICATED IN CONTRACT DOCUMENTS, INCLUDING BUT NO LIMITED TO 7PROPERTY BOUNDARIES&RESTRICTIONS,EASEMENTS,TOPOGRAPHY,SOIL CONDITIONS,STRUCTURES, 3 f (E) / AND UTILITIES,ARE NOT WARRANTED TO THE CONTRACTOR BY THE ARCHITECT AND OWNER.l f1 ,g1 ,�� (E 8'-0• -) B. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.NOTIFY THE ARCHITECT OF A R C H I T E C T S L f DISCREPANCIES. �• s :!' .n � ?yr•". h!: y y I I �q} I I C. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL ABOVE AND BELOW GRADE SITE 720 NW Davis 503.221.1121 �? r 1 UTILITIES.VERIFY LOCATIONS WITH LOCAL PUBLIC WORKS DEPT.AND/OR UTILITY SERVICE PROVIDER. Z4, Suite 300 503 221.2077 0 D. COORDINATE THE INTERRUPTION OF SITE UTILITIES WITH THE RESPECTIVE SERVICE PROVIDER(S)AND .. ...,y r -_" - - --- E.1 I c NOTIFY OWNER. Portland OR 97209 www.lrsarchitects.com 1 (E) ( 15 E. NOTIFY THE OWNER AND BUILDING TENANTS OF UTILITY SERVICE INTERRUPTIONS A MINIMUM OF 48 HOURS 1 . ��' IN ADVANCE. _ (E) 8'-0• + )'. F. COORDINATE DEMOLITION W/NEW WORK: COORDINATE DEMOLITION WORK WITH NEW WORK INDICATED IN CONTRACT DOCUMENTS-SEE ADDITIONAL +c. L _ ;' �_ _ _ �� — DRAWINGS FOR ADDITIONAL INFO. C G. ABANDONMENT OF EXISTING ELECTRICAL WORK: Ch1 T 1 ALL ABANDONED HIGH-VOLTAGE AND LOW-VOLTAGE WIRING SHALL BE REMOVED-NQN-TERMINATED � :a?• 18 "CS iAM �C� , WIRING IS NOT PERMITTED.ALL ABANDONED CONDUIT TO BE CAPPED.u +/_) H. PROVIDE AND MAINTAIN SAFETY BARRICADES AROUND AREA OF WORK TO MAINTAIN PUBLIC SAFETY.PROVIDE AND MAINTAIN SHORING OF STRUCTURE AND PROTECTION FROM WEATHER DURING DEMOLITION �'\ AND NEW CONSTRUCTION. PORTLP:GREGON �- !' 3083 q + 3 • , I �, KEY NOTES 9 oo 8,-0• /,� I 1 1O EXISTING GYP BOARD CEILING IN STAIRWELL TO BE REMOVED-SEE A401 FOR NEW CEILING FINISH. JI V L/ O EXISTING ACOUSTICAL TILE CEILING TO BE REMOVED-SEE A401 FOR NEW CEILING FINISH. EXISTING LIGHT FIXTURE TO BE REUSED. REMOVE EXTENT OF CEILING AS CONSULTANT: NECESSARY. EXISTING ACOUSTICAL CEILING TILE AND LIGHT FIXTURES TO REMAIN. Q EXISTING SOFFIT TO BE REMOVED. O EXISTING MECHANICAL TO BE REMOVED. REFER TO PLANS FOR EXTENT OF DEMOLITION. O7 PREP EXISTING CEILING TILES TO RECEIVE NEW GLUED ON TILE OVER 7 8 9 10 10.7 11 12 13 14 14.5 PLAN NORTH EXISTING GYPSUM BOARD CEILING. O PREP/DEMO CEILING AS REQUIRED FOR INSTALLATION OF SALVAGED OH GRILL. 2. REFLECTED CEILING PLAN - SECOND FLOOR TRUE9O SEE RCP PLAN FOR INFORMATION ON NEW SOFFIT. SCALE: 1/8"= ,'-p" 0 4' 6' 16' NORT He PREP CEILING FOR REPAIR AT DEMOLISHED OH COUNTER GRILL. 11 PREP CEILING FOR REPAIR AT DEMOLISHED OH GRILL.ALSO REFER TO DEMO PLAN. IIS Jc I I 12 LOCATION OF WALL INFILL. REFER TO PLAN. I I I 13 REPAIR SOFFIT TO MATCH ADJACENT AT LOCATION OF WALL DEMO. 14 EXITING EXPOSED HVAC DUCT TO REMAIN AS IS. PROTECT DURING CONSTRUCTION. ® 15 EXISTING CEILING TO REMAIN.NO CEILING WORK IN THE TOILETS. I_ EXISTING SOFFIT TO REMAIN. DEMOLISH WALL BELOW. + 17 EXISTING FIRE SPRINKLER TO BE REMOVED. 1"; - E 18 EXISTING LIGHT FIXTURE TO BE REMOVED. + LEGEND 2 I I ) PROJECT NUMBER: 214291 ,,I { :y'M1Sr-h 1 Z ,. gam, GYPSUM BOARD CEILING Landmark f\J\I I + B 2'X4'ACOUSTICALSUSPENDED CEILING SYSTEM Ford Lincoln OPEN TO STRUCTURE Service Renovation r -- (E) T-0• +�) 12300 SW 68th AVE, I l 4 I IMECHANICAL DIFFUSERS '- - ® � T/GARD, OREGON 97223 L — RECESSED OR SURFACE MOUNTED F 3TYP FCR(5) 1 I 1 I + LED LIGHT FIXTURE / 14 I4 .1 � 13 r. 8 E) 9'-11" +%) I/ Q' ;, 0 ...' .� — - __FY A _ —_ —_ _ _ _ �7-� EXISTING LIGHT FIXTURE TO BE �� ' 2 4 r REMOVED OR RELOCATED —J VJ Ll I I I L02 3 / Q RECESSED LIGHTING FIXTURE 16 _ I v v e TRACK LIGHTING 9 WALL MOUNTED LIGHT FIXTURE +� Jr _ r 'r --Iry CEILING MOUNTED LIGHTED EXIT SIGN I I I I _1 -1 1 �� 4 I 4 (E) EXISTING L 10 1 1 1 EXISTING FIRE SPRINKLER �� 17 I� ( —/ _ I I I / FIRE SPRINKLER TO BE REMOVED 1J _ L1J _� IIS, 2 I I x NO 01K - - o -74, SHEET TITLE: 4 12.05.2016 FA 9'-11" 1 ( )�— I 1 — 1 1 AREA OF WORK & Second Floor NO WO KNOW RK Demolition RCP G DRAWN BY: DCJ E / DATE ISSUED: 10.04.2016 s Q ADDM 1 12.05.2016 ( 7 ) ( 8 ) 9 10 10.7 11 12 13 14 14.5 PLAN NORTH Q ADDM 2 01.20.2017 Q3 ADDM 3 02.23.2017 1. REFLECTED CEILING PLAN - FIRST FLOOR TRUE KEY PLAN a SCALE: 1/8"= 1'-0" 0 4' e' 16' NORTH SCALE: N.T.S r � SHEET: /Q■ 40 D _E LRS AmhNects,Inc.02016 r 0 0 0 v I I I GENERAL NOTES IECH PARTS 1'1/ A. ALL NEW PLAN WALLS SHOW FRAMING ONLY LION.NO FINISHES ARE DRAWN.ALL DIMENSIONS ARE TO L f FACE OF FRAMING LION OR CENTER OF WINDOW OPENING,COLUMN,OR GRID. EXTERIOR DIMENSIONS I ARE TO FACE OF FOUNDATION/FACE OF FRAMING.DIMENSIONS INDICATED AS"CLEAR MINIMUM"ARE A R C H I T E C T S TO FACE OF FINISH. l 7 13 720 NW Davis 503.221.112111 B. SEE A201 D FOR EXISTING/DEMOLITION INFORMATION. I I 13 I I Suite 300 503 221.2077 0 v 2 13 STAIRS-03 9 15 C. NOTIFY ARCHITECT OF DISCREPANCIES IN WRITING BEFORE BEGINNING OF WORK. Portland OR 97209 www.irsarchitects.com WARRANTY I I F, D. DELEGATED DESIGN MEP/FIRE TO COORDINATE WITH OWNER ON NEW CONNECTION POINTS,SIZING 108 1 / ? ETC. 41A 9 15 13 OFFICE E. ALIGN NEW FINISHES WITH EXISTING ADJACENT FINISHES 106 ` 9 410 B F. SEE CODE PLANS A101 FOR FIRE EXTINGUISHER NOTE. "EPHENHAIA03 13712 G. CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.(E) B C SSHIER-2 1 H. SEE SHEET A100i FOR STANDARD FIXTURE MOUNTING HEIGHTS AND FLOOR CLEARANCE TECH LIBRARY 2 105 52 REQUIREMENTS U.O.N. PORTLAND,GREGON — — — — — I — — 109 — i — __. — 871 — _� — �' - I C 1 I. GYPSUM BOARD WALL ASSEMBLY LEVEL 4 FINISH MINIMUM,OR MATCH LEVEL OF FINISH AT ADJACENT '� '3� WOMEN JANITOR 1��/ EXISTING SURFACE. vi I I I o 123 13 124 13 J. PATCH AND REPAIR ALL EXISTING WALLS THROUGHOUT AREA OF WORK AS REQUIRED. RETAIL PARTS I I K. COORDINATE ELECTRICAL AND DATA QUANTITY&LOCATIONS WITH OFCI FURNITURE AND OWNER. I I ICE 13 10! I 123A CLOSET-1 L. FLOOR BOXES IF ANY TO BE BRUSHED METAL FINISH,WITH LIDS FLUSH TO ADJACENT FLOOR FINISH .� 110 /� o 125 13 (NO LIP EDGES) CONSULTANT: 1 (E) 1 71 I 222 - PLATES. M. ALL EXISTING OUTLETS AND PLATES IN PUBLIC VIEW TO BE REPLACED TO MATCH NEW OUTLETS AND 1 0 5 F } } f } A13 HALL-03 SERVICE L L__j L_'i 121 N. SEE WALL TYPES ON SHEET ON 2/A201. I I �� I � 7 � l 0. COORDINATE WITH OWNER TO PAINT ALL EXISTING WINDOW AND DOOR FRAMES TO MATCH ADJACENT t 3 t t t f r 126A FINISH IN CUSTOMER TOUCH POINT AREA,U.O.N. VENDING I I I I ?E SET-2 S I S L)p 11 11 A 111 _; I B8- P. PATCH,REPAIR AND CLEAN ALL EXISTING FIXTURES IN AREAS OF WORK. _ r T 71 Q 24'-0"FIELD VERIFY N S - - - - - - - _ _ (E) FORMANI _ _ _ 103AI 9 15 - � �\ Q. PROVIDE POWER,PHONE, DATA PULLS AND A MINIMUM OF(#)VEHICLE CHARGING STATIONS AS "�— T — 1 c 1 REQUIRED IN NEW/RENOVATED AREAS-COORDINATE WITH OWNER. C 112 — — F OFFICE ' / \` ti 12 I C I TIER I OFFICE (E) R. DO NOT PLACE ANY VISIBLE FIRE SAFETY DEVICE/ELEMENTS ON FEATURE WALLS 113 I ri - - t � I L -_ J 8 9 5 118 I 14 NBA 2 14 ' i r , I 1 A 871 B 13 S. PROVIDE CONTROL JOINTS AT INTERIOR GYPSUM BOARD AT DOOR&WINDOW HEADS-EXTEND TO 1 CEILING. - - J b L C B q C HALL-02 STAIRS - — 71 871 4 5 120 m KEY NOTES 51 71 ,(; u O NEW ELEVATOR(BASIS OF DESIGN-MFR:THYSSEN KRUPP ENDURA 35 A 3500, HYDRAULIC, 6 RENTAL MACHINE-LESS) D 871 119 C 2 NEW STAIRCASE O / C U= s : s = : LOCATION FOR ADA COMPLIANT AUTOMATIC DOOR OPENER. INSTALL AT ADA COMPLIANT HEIGHT. CASHIER-1—J 4O NEW PLASTIC LAMINATE COUNTERTOP-WORK SURFACE WITH QUARTZ TRANSACTION TOP-SEE I 101B 10 1 I I I I 117 13 116 LL-01 oz: DETAILS �•c . 55 INSTALL SALVAGED CASEWORK AND REFINISH WITH NEW PLASTIC LAMINATE(RE-SKIN). 3T-6" ORECEPTION101 CHILD PLAYI 6O PROVIDE CUSTOM COUNTERTOP OVER OWNER'S LATERAL FILE CABINETS. R ' 114 7O EXISTING FRAME AROUND OPENING TO REMAIN WITH NO DOOR. 13 O MODIFY AND INSTALL SALVAGED OVERHEAD SECURITY FRAME AND GATE AS REQUIRED FOR NEW PROJECT NUMBER: 214291 OFFICE c LOCATION.COORDINATE STRUCTURAL SUPPORTS AND WITH ELECTRICAL. WAITING 1 4B 115 9 INSTALL NEW PLASTIC LAMINATE TO EXISTING BASE CABINETS ON EXPOSED EDGES AND FACES OF Landmark I 4 CASEWORK. 5 2 Ford Lincoln 10 NEW CUSTOM CASEWORK RECEPTION DESK. FRAME WALL OPENING AT DEMOLISHED DOOR TO MATCH(E)SIZE/FINISH. S •Qn RELOCATE OH COILING GRILL ELECTRICAL CONTROLS TO THIS LOCATION.REFER TO ELEVATION. 13 NEW INTERIOR SOLID CORE DOORS WITH PAINT GRADE HARDWOOD VENEER FACES-FINISH AND 12300 SW 68th AVE, MOUNT TO EXISTING HOLLOW METAL FRAMES-SEE DOOR SCHEDULE FOR MORE INFORMATION. TI GARD, OREGON 97223 NEW INFILL WALL TO MATCH EXISTING CONSTRUCTION.13'-4° T-2' 13'-0" 20'-0" I 2'-8°I 9'-8" "3'-0° I 10'-2"16'-2" 15 PROVIDE NEW PLASTIC LAMINATE COUNTERTOP OVER EXISTING CABINETS. 2 Q � ., � ", i, �( I I I I 0 LEGEND NEW WALL 5 6 7 ) 8 9 10 10.7 11 12 13 14 14.5 15 (E)WALL B3A WALL TYPE STUD WIDTH AND PLAN NORTH - f 1 S INSULATION TYPE FIRE RATING J WALL AND WALL FINISH HEIGHT 1. FIRST FLOOR PLAN (HOURS) C-TO CEILING -SEE STRUCTURAL TRUE SCALE., 1/8"= 1'-0" 0 4' 8' 16' R T 5/8"GYPSUM (E)WALL WATER PROOFING SUM BOARD TYPE X AT SHEET TITLE: SEE PLAN —� SEE PLAN (PROVIDE ON BOTH SIDES AT 5/8"GYPSUM BOARD TYPE X. JJ First Floor Plan WALL LOCATIONS) 1 LAYER EACH SIDE. l" 5/8"GYPSUM BOARD TYPE X. A- - LINE OF WALL OR COLUMN- 13- - PAINT FINISH C PAINT FINISH - Qt Wall TV(�P.S ry I AT FURRED CONDITIONS R + • METAL STUDS PER PLAN ;�METAL STUDS PER PLAN CONCRETE WALL PER m INTERIOR WALL/WALL FURRING METAL STUD OR FURRING INTERIOR WALL INTERIOR FURRED WALL AT ELEVATOR PIT CONCRETE WALLA ELEVATOR PIT i STRUCTURAL 1 HOUR FIRE RATED. 1 HOUR FIRE RATED. " NON RATED. MIN 1 HOUR FIRE RATED. e FULL DEPTH SOUND BATT CHANNEL AT 16"OC :i U FULL DEPTH SOUND BATT L;r. WHERE REQUIRED SEE PLAN WHERE REQUIRED SEE PLAN q a NOTE:GAUGE OF STEEL STUD AS PER SSMA 'ULL DEPTH SOUND BATT NOTE:GAUGE OF STEEL STUD AS PER SSMA NOTE:GAUGE OF STEEL STUD AS PER SSMA SPAN TABLES.ALSO SEE GENERAL NOTES WHERE REQUIRED SEE PLAN SPAN TABLES.ALSO SEE GENERAL NOTES �' SPAN TABLES.ALSO SEE GENERAL NOTES NOTE:REFER TO STRUCTURAL —PAINT FINISH DRAWN BY: DCJ BASED ON GA FILE NO. WP 1072(GYPSUM WALL BOARD, STEEL STUDS) BASED ON GA FILE NO. WP 1072(GYPSUM WALL BOARD, STEEL STUDS) DATE ISSUED: 10.04.2016 o ONE LAYER J"GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES ONE LAYER B"GYPSUM WALL BOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 j°(OR GREATER) STEEL STUDS 24"O.0(OR LESS) WITH 1"TYPES DRYWALL SCREWS 8" TO EACH SIDE OF 3 8"(OR GREATER) STEEL STUDS 24"O.0(OR LESS) WITH 1"TYPES DRYWALL SCREWS 8" Q ADDM 1 12.05.2016 O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS STAGGERED 24"ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTED WITH 3 j"GLASS FIBER JOINTS STAGGERED 24"ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTED WITH 31"GLASS FIBER Q ADDM 2 01.20.2017 FRICTION FIT IN STUD SPACE. (NLB) FRICTION FIT IN STUD SPACE. (NLB) 2. INTERIOR WALL TYPES - PLAN SCALE: 1-1/2"= 1'-0" SHEET: A201 m N -� LRS Architects,Inc.0 2016 fymV C Q O GENERAL NOTES A. REFER TO GENERAL NOTES ON SHEET A201. A R C H I T E C T S 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 D I I I I Portland OR 97209 www.lrsarchitects.com I I I I I :�D Ake I KEY NOTES EEPHEN R. F."1LENAM�� I I I I I � • t� NOT USED. PORTLAND, GREGON I O NOT USED. A 3083 - - - - — — — — — — — — — — — — — T O /tOF0-0 O NEW RELITE. I t� INFILL WALL-MATCH(E)CONSTRUCTION. O NEW INTERIOR SOLID CORE DOORS WITH PAINT GRADE HARDWOOD VENEER FACES-FINISH I I I AND MOUNT TO EXISTING HOLLOW METAL FRAMES. CONSULTANT: PARTS °° OPEN TO a SERVICE 171 BELOW ~ N K (E) — _. Q 03 - I 5 201703 I T F WOMEN'S S (E) LOCKER210 0 WORK 211 5 208 – 5 EN 1{ALLI 20 (h I STAIR 1 STORAGE 10 051 213SERVER U �3� DEALER ;, THE I 212 53OFFICE N E—E ❑ 5 OMEN I 206 I OPEN TO 5 09 09 BELOW NO WORK— I NO WORK 04 DN �I 3' 1/4" 1'-11/8" HALL N 5 I ' 4'-103/8'1,4'-10 3/ ' 41-10 3/8" L P01 5 206 LEGEND CLOSET-3 21 V-7' — I — 5 ( v 2NEW WALL N - I I �v 7 2 11 A 2 O N 5 FFICE D 1 5 71 N C Q ALIGN Q� 4 202 CONFERENCE (E)WALL PROJECT NUMBER: 214291 O P0202AGENERAL OFFICE 206 # RELITE TYPE Landmark 204 INO WO dK Ford Lincoln 203 5 Service Renovation OFF 0310E N 12300 SW 68th AVE, NO WORKI I n �+ TIGARD, OREGON 97223 I I ` � X7.2 I I I I I 13'-0" 20'-0" 1,2'-8•x, 91-8" �I'T-0"i, 16'-2" 10'-2" 13'-4" T-2" �. I I I I I I I I I I I PLAN NORTH 1. SECOND FLOOR PLAN TRUE SCALE: 118"= V-0" 0 4' 81 16' NORTH AREA OF WORK SHEET TITLE: Second Floor Plan s U DRAWN BY: DA DATE ISSUED: 10.04.2016 Q ADDM 1 12.05.2016 KEY PLAN Q ADDM 2 01.20.2017 ry SCALE. N.T.S n Q ADDM 3 02.23.2017 8 m e 3 2 SHEET: A202 LL m r GLRS Architects,Inc c 2016 N 2 lw7 0 Q O Lf K T ARCHITECTS 9 720 NW Davis 503.221.1121 M O NEW ELEVATOR(BASIS OF DESIGN-MFR:THYSSEN KRUPP ENDURA 35 A 3500 TWINPOST Suite 300 503 221.2077 D ABOV -GROUND 2 STAGE ELEVATOR i. Portland OR 97209 www.Irsarchitects.com — FLO EFER LEG Q2 PROVIDE NEW STAIRCASE: 41 STRUCTURE: WELDED STEEL CHANNEL STRINGERS, PAINT FINISH. EQ(STRINGER) ( TREADS: CONCRETE FILLED STEEL PANS AND CLOSED STEEL RISERS,WITH TILE FLOORING EQ(STRINGER) cS� FINISH-SEE FINISH LEGEND. 7 1/4" 71/4" RAILING AT STAIR AND LANDING: STAINLESS STEEL POSTS AND HANDRAILS,WITH STAINLESS 4'-10 1/2" (j 1//88" i 3'-101/\"� C R au STEEL CABLE RAILING SIMILAR TO ADA COMPLIANT RAILING SYSTEM MFR'D BY ATLANTIS RAIL. V EPNEN R.k9LEtiAM �� 96 9 9 CIA LL 4O EXTEND WALLAS SHOWN. MATCH EXISTING CONSTRUCTION. 1 L r r 1 1 S r 4 O PROVIDE STAINLESS STEEL BUTTONS FOR MOUNTING MOVING PADS pDRTLAND,GREGON CD ii/l✓iii ��i A 3083 LU Z 66A .z 7 OFOO M j 60 I j CONSULTANT: w 962 I I—�3 / N L 9 in in wU 4'-9" i // 963 V 12 i I R UW OP NI 0 B8A / TYR 16 1 S Z? I I X62 A6A ..—T � 96 N C l 4'-0" A3A 18" N C CLEAR MIP I. A3A . . . . . ,,. . .. . .. . . . . . . . . . . . . . Q 2=1 12" LE CLEAR MIN. 1. ELEVATOR AND STAIR ENLARGED PLAN - SECOND FLOOR SCALE., 1/4"=1'-0" 0 a' 8' 16' 9 9 PROJECT NUMBER: 214291 0 - - F Landmark Ford Lincoln p EQ(STRINGER) EQ(STRINGER) v 71/4' 71/4" n S on 4'-101/2" 6-41/8" 3-101/2" 8'4- ao BID DS (6)EQ CLEAR 1 ^ ss2 - Z css LL 12300 SW 68th AVE, TIGARD, OREGON 97223 qIN - - - - - - - 16 AA 2 B6A q q" 7Isi 4 ¢ t�q v / v 1 S , p + F.u,Ex , 4 60 U) t Tl 60 5 O 9 � _ m 963 % 963 •m i I / / a 0 _ 8 ELEVATOR 963 FIN rnl PIT LADDER FIN �/ 2'X2'SUMPWITH TYP B8A D8- METAL GRATING, 1 s 1 SEE WA963 } 9" , 2'-10 3/4" ROUGFIOPENING 8'-4„ CLEAR HOISTWAY '' - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - ' SHEET TITLE: Elevator & Stairs e � � N � G � Plans n 3. ELEVATOR AND STAIR ENLARGED PLAN - ELEVATOR PIT 2 ELEVATOR AND STAIR ENLARGED PLAN - FIRST FLOOR SCALE' 1/4"=1'-0" o a' 8' 16' SCALE: 1/4"=1'-0" o a 8' 1s' w i DRAWN BY: DCJ DATE ISSUED: 10.04.2016 2 ADDM 1 12.05.2016 A 9 Q ADDM 2 01.20.2017 2Q ADDM 3 02.23.2017 S ry `m 2 a SHEET: A251 E LRS A,chifects,Inc.0 2016 m N A D CT-1 T-1 CT-1 KEY NOTES T-1 (E)LIGHT FIXTURE (E)LIGHT CONTROLS T-1 TOILET PARTITION FULL HEIGHT TOILET NEW FULL LENGTH NEW DOOR IN(E)FRAME WALL MOUNTED BABY CT-1 WALL-MOUNTED BABY CHANGING STATION. A R C H I T E C T S PARTITIONS MIRROR CHANGING STATION T-1 CT-12 PROVIDE NEW STAINLESS STEEL FULL HEIGHT TOILET PARTI[ONS. 720 NW Davis 503.221.1121 IM TOWEL PAPER PAPER NEW VERTICAL GRAB BAR /�/ T-1 PROVIDE NEW QUARTZ SOLID SURFACE COUNTERS AT RESTROOM Suite 300 503 221.2077 D DISPENSER-Ott LAVATORIES. P-2 PLAN Portland OR 97209 www.Irsarchitects.com IN \-P-2 P-2 SANITARY \-P-2,\ PROVIDE AMERICAN STANDARD FULL-HEIGHT URINAi-'STALLBROOK" '*' P-2 NAPKIN _7111 Il + DISPOSAL I * *+ / I PROVIDE AMERICAN STANDARD 1.6GPF ADA HEIGHT WATER CLOSET, I if I I J "CADET." D Ako K NOT USED. to co LO p3F� Ul) NEW SINK-ADA COMPLIANT SELF-RIMMING DROP IN VITREOUS CHINA EPHEN R.MILEMAIJ ;C�_l OVAL SINK MANUFACTURED BY AMERICAN STANDARD; -J IlL C14 MODEL NAME AQUALYN;COLOR WHITE;3 HOLES WITH 4'CENTERS • A. I fit I I I % N_ B. C. PROVIDE DYSON"AIRBLADE V"HAND DRYER POMUND OREGON 'PH, 6 11 NEW DYSON AIR DRYER REINSTALL EXISTING TOILET PROVIDE BOBRICK B-82216 DECK MOUNTED LIQUID SOAP DISPENSER =3 87 872 CT-1 PAPER DISPENSER CT-1 10 PROVIDE BOBRICK B-529 STAINLESS STEEL DROP-IN TRASH CHUTE-5-112" 4 INTEGRATED COVE BASE CT-1 INTEGRATED COVE BASE TO —REINSTALL EXISTING TOILET INTEGRATED COVE BASE TO X 5w, OF TO MATCH ADJACENT MATCH ADJACENT PT-3 PT-3 FLOOR TILE INTEGRATED COVE BASE FLOOR TILE SEAT COVER DISPENSER MATCH ADJACENT PT-3 PROVIDE BOBRICK B-262 STAINLESS STEEL SURFACE MOUNTED PAPER CT-1 TO MATCH ADJACENT FLOOR TILE TOWEL DISPENSER PT-3 FLOOR TILE 12 REINSTALLING EXISTING GRAB BARS. ET NEW FAUCET-ADA COMPLIANT LOW WATER USAGE,SINGLE HANDLE CONSULTANT: CENTERSFAUCT FOR 4"CENTERS 2. ELEVATIONS WOMEN'S 123 GC TO COORDINATE WITH ELECTRICAL ON ALL ELECTRICAL EQUIPMENT NAME CORALAIS;FIENISH POLISHED CHROMEMANUFACTURED BY KOHLER;MODEL. SCALE. 114"=1'-0' 14'-8 314'(EXISTING-FIELD VERIFY) 8'-01/4"(FIELD VERIFY)_ ,-�6 ;,8-tf4�FIELD VERIFY) 7 1 LL w > S =:Q3 CT-1 0 2 CT-1 w T-1 j 1 23 T-1 (E)LIGHT FIXTURE (E)LIGHT CONTROLS U_ T-1 TOILET PARTITION - — — — — — FULL HEIGHT TOILET NEW FULL LENGTH NEW DOOR IN(E)FRAME WALL MOUNTED BABY CT-1 2 PARTITIONS MIRROR ' CHANGING STATIONCn T-1 CT-1 2 PAPER TOWEL NEW VERTICAL GRAB BAR T-1 D B i I u i / it PAPER DISPENSER-att: P-2 _1D PLAN U? 2 P-2 \-P-2 2 P-2 7 13 J. co �1 w t? 9 > 41 0 5 4 S A-fj i 1 N11 C) CV rn/ C14 , w \4 It- 122\ I -"x N-1 L 2 _I I I _j A. r i B. C. � D. E. 6 11 REINSTALL EXISTING TOILETx NEW DYSON AIR DRYER CT-1 CO 3 * 872 p r I B 872 PAPER DISPENSER CT-1 tD INTEGRATED COVE BASE PROJECT NUMBER: 214291 CT-1 INTEGRATED COVE BASE TO —REINSTALL EXISTING TOILET INTEGRATED COVE BASE TO Go TO MATCH ADJACENT INTEGRATED COVE BASE MATCH ADJACENT PT-3 SEAT COVER DISPENSER MATCH ADJACENT PT-3 C Landmark PT-3 FLOOR TILE TO MATCH ADJACENT FLOOR TILE FLOOR TILE I I I I CT-1 PT-3 FLOOR TILE -,J.p 6-0 1/4'(FIELD VERIFY) V-3 1/2w(FIELD VERIFY) Ford Lincoln Service Renovation 3. ELEVATIONS - MEN'S RESTROOMS GC TO COORDINATE WITH ELECTRICAL ON ALL ELECTRICAL EQUIPMENT 1. ENLARGED PLAN - RESTROOMS 12300 SW 68th AVE. SCALE.- 114"=1=0" SCALE., 1/4"=1'0" TIGARP, OREGON 97223 PL-3 QS-1 QS-1 QS-1 QS-1 PL-2 PL-2 PL-2 PL-2 PL-1 PL-1 PL-1 PL-1 RB-1 RB-1 I A / " / ! 0 , # r1RB-1 RB-1 52 C A. A 9 r4 7/8" 7-8- 5--l' CV MOUNT OUTLETS AND 14- JACKS INSIDE r ED CUSTOM CASEWORK, 873 872 72 873 872 873 87 ADA TYR B. C. D. 872 A*_ C, - 11 �ADIUSEE 16-17/80 RADIUSED SEE PLAN 5'-1" 2'-8w X-3" 0 101-00 I A 70EE PLAN # G 52 B E �[J, I- ( � 0 D [ /A5% H NEW MOBILE I�52 -9 11-6w-1 - SHEET TITLE: o C4 CASEWORK,SEE qp 1�� .0 PL-3 NEW MOBILE CASEWORK, PL-3 PL-3 PL-3 E z SEE 3/A873 FOR MORE 3/A873 FOR MORE QS-1 QS_1 INFORMATION. QS-1 QS_1 Enlarged Plans INFORMATION. j PL-2 9 9 o �• / / r �� - r F"I OR & Elevations - 0 OPEN PE PE OPEN EZp > 9 > w I I pa 1 2 1 w N%- OPEN p P 1% E N I I N I I N A I I r r > r � 872 52 EXISTING FLOOR NEW MOBILE EXISTING FLOOR OUTLET OUTLET- �11�1 NMI z / f �, — NEW MOBILE VERIFY LOCATION 07-3112m t 14'-8 > CASEWORK, CASEWORK, VERIFY LOCATION CD w F. G. H. DRAWN BY: DA r 151-17/80 ;ADIUSEI:. 101-0" SEE 3IA873 3!-3!' 7-811 101-04 SEE 3/A873 -4 FOR MORE q FOR MORE DATE ISSUED: 10.04.2016 1SEE PLAR INFORMATION. INFORMATION. ADDM1 12.05.2016 A E S; 9 A ADDM 2 01.20.2017 5. ELEVATIONS - RECEPTION DESK 4. ENLARGED PLAN RECEPTION DESK 2 M SCALE.- 114*=I'-0w SCALE., 114"=11-00 cc SHEET: A252 _n LRS Ardlited%Ina 0 2018 E rn o 2 ARCH I T E C T S KEY NOTES 720 NW Davis 503.221.1121 1!� Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com (2)MICROWAVE RACK(N.I.C)STACKED.COORDINATE ELECTRICAL. VENDING MACHINES(N.I.C.)TYP,COORDINATE ELECTRICAU OTHER 6 REQUIREMENTS WITH OWNER AND ELECTRICAL AR(v PROVIDE NEW QUARTZ SOLID SURFACE COUNTERS AT VENDING AND OD RESTROOM LAVATORIES. -1 r -1 -1 N 2 "'�"� M4 ;C�l r6-F- NEW 15"X 20"BAR SINK-PROVIDE FIXED STRAINER AT DRAIN. n- 1110-3 Bev 2"—" INSTALL SALVAGED BOTTLE FILUDRINKING FOUNTAIN. NEW PLASTIC LAMINATE UPPER&LOWER CABINETS. ponpW GREGON T NEW PLUMBING FIXTURES-CONTRACTOR TO VERIFY THAT NEW FIXTURES L - - - - J �Vb ;3 A Food CAN BE CONNECTED TO EXISTING SANITARY DRAIN AND VENT AT THE -0 EXISTING DRINKING FOUNTAIN LOCATION. O RF-FY51-E D 53 B PROVIDE SLIDER CABINET DRAWER WITH FRAME TO HOLD COFFEE GROUNDS. FkASH C Fresh- - - PROVIDE SOUND ABSORBING ACOUSTIC WALL PANELS FROM 6"A.F.F. e�, VENDING :Food CONTINUOUS TO 78"A.F.F.-AS INDICATED.REFER TO INTERIOR CoffELEVATION.-ROCKFON COLOR-ALL 2'x4'PANELS-COLOR 705 71 CONSULTANT: p cc, 10 VERIFY EXISTING CONNECTION TO SANITARY SEWER. LC 8 L - - - - C"I 1-GF- '48 11 Condi 3 4Bev I GFCI TO BE INCLUDED WITH ELECTRICAL OUTLET INSTALL. meets en 5 INSTALL NEW AMERICAN STANDARD 1.6 GF ADA WATER CLOSET.*CADET' +48 L - - e (D REINSTALL EXISTING GRAB BARS 11 2 L - - - - 4 111111111111A nA872 • NEW VERTICAL GRAB BARS. -KI RELOCATED EXISTING MIRROR. _ ---�y ; ; -. . 1 - ALIGN18 NEW LAVATORY-ADA COMPLIANT WALL HUNG VITREOUS CHINA LAVATORY MANUFACTURED BY AMERICAN STANDARD;MODEL NAME LUCERNE; COLOR WHITE;3 HOLES WITH 4"CENTERS. 17 NEW FAUCET-ADA COMPLIANT LOW WATER USAGE,SINGLE HANDLE CENTERSET FAUCET FOR 4"CENTERS MANUFACTURED BY KOHLER;MODEL 1. ENLARGED PLAN VENDING NAME CORALAIS;FINISH POLISHED CHROME. SCALE. 114"=1'-00 LEGEND 9 DUPLEX OUTLET ACOUSTICAL PANELS OF SIZE 2'X4'.(ROCKFON V RJ-45 DATA OUTLET COLOR.705-ZINC-) NOTCH AT(E) MOUNTED BEHIND (E)MECH DUCT MECH DUCT VENDING MACHINES P P-1 PLA PA PL-1 P-1 PLA EXISTING SOFFIT QS-1 QS-1 0S-1 PROJECT NUMBER: 214291 0� ll � -� f L IF U Landmark Sw Fj I '0=E Ford Lincoln L (2) VENDING VENDING VENDING VENDING (N.I.C) FRESH FOODS G.F (N.I.C.) G.F SNACK FOODS FcoI DI SEV-2 (N1C) SIEV4 EXISTING C14I (N.I.C) IN-1C) (N.I.C) -Lc-) Service Renovation I A, 8 -f L(N— _j SOFFIT "Z E COLOR: VENDING LF E Z/4 12300 SW 68th AVE, 3 - S — 2f ga TIGARD 04 C14 x . OREGON 97223 -M r-r F PLA A B8 PL-1 PROVIDE NECESSARY C 3 PLA D Typ. ELECTRICALA$72 A872 A$72 Typ COORD WITH OWNER SALVAGED BOTTLE 2. INTERIOR ELEVATIONS VENDING 111 FILLMATER FOUNTAIN SCALE. 114" VI CT-1 CT-1 (E)LIGHT FIXTUREMENS 11-64 13 208 T-1 T-1 (E)MIRROR (E)LIGHT FIXTURE (E)GRAB BAR (E)GRAB BAR 53(E)LAVATORY 4 (E)MIRROR I SHEET TITLE: C-i P-2 P-2 Ln 12 (E)LAVATORY 15 Ln NEW VERTICAL NEW VERTICAL GRAB BAR 4 GRAB 17 16 Enlarged Plan If, I - - ( (E)GRAB BAR E)GRAB BAR 16 15 and Elevations - CO LU ED LU > > 2 - MC CIO IA Vending i� LO E F@8 o 'PEI B\ 1-6- V-6- L WOMENS SEAT COVER TOILET PAPER LU 209 DRAWN BY: DA C LRF-1 DISPENSER L RF-1 DISPENSER B DATE ISSUED: 10.04.2016 A TOILET PAPER A B SEAT COVER o DISPENSER 9 DISPENSER A ADDMI 12.05.2016 SANITARY NAPKIN E r -cc DISPENSER 2 ADDM 2 01.20.2017 A 5. INTERIOR ELEVATIONS - WOMENS 209 4. INTERIOR ELEVATIONS MENS 208 3. ENLARGED PLANS MENS 208 & WOMENS 209 SCALE. 114*=11 SCALE: 114'=1'-0* SCALE: 114"= V-0* M M SHEET: A253 -C4 S Arch Inc,0 201 6 A- A2) 04 GENERAL NOTES A. REFER TO GENERAL NOTES ON SHEET A201. A R C H I T E C T S 720 NW Davis 503.221.112118 Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com 60DAko ICS"ENHEN R.LAILEHA KEYNOTES coj EXISTING MECHANICAL RTU. • EXISTING VENT. PORTLAND,OREGON 3083 EXISTING BUILD UP ROOFING-PATCH AND REPAIR AS REQUIRED. OF EXISTING CRICKET. EXISTING CANT. EXISTING METAL COPING. CONSULTANT: EXISTING CONCRETE CURB. EXISTING GUARDRAIL. co gQ EXISTING SCUPPER AND DRAINAGE C-4 DIMENSIONS ARE NOMINAL.VERIFY LOCATION OF NEW ROOF OPENING AND ALIGN WITH NEW SHAFT BELOW. TYP.FOR(22) b El El LF-1 co Ei Ei Ei Ei L n r--i Fi n n Fi Fi FIF TYP.FOR(2) z 4 x 602 ;0 -C? Go CN CV) C) <0 TYP. FOR(6) 6 M 0 9-61/2" 10 3 PROJECT NUMBER. 214291 Landmark f Ir Ford Lincoln (4D S, n 4 4 12300 SW 68th A T11GARLD., OREGON 97223 0 20'-0* 2'-8' , 91-8" 3'-0- 9 16'-2' 10'-2* > 1Y-4118* 9 10 10.7 11 12 8 ( 14 14.5 PLAN NORTH 1. ROOF PLAN KTN� TRUE SCALE. 1/8'= 1'-0' 0 4' 16' NORTH 1AREA OF WORK SHEET TITLE:11-1j� Partial Roof Plan gloom* DRAWN BY: DA DATE ISSUED: 10.04.2016 '2 LOL ADDM 1 12.05.2016 E KEY ROOF PLAN A SCALE. N.T.S A 2 ADDM 2 01.20.2017 SHEET: A301 LRS Architect%Inc.0 2016 C1 NO WORKuI U ri- F GENERAL NOTES ( ( ( l { NO WO RK _ q DELEGATED DESIGN MECHANICAL,ELECTRICAL,PLUMBING AND FIRE SUPPRESSION TO COORDINATE � WITH PROPOSED AND EXISTING CONDITIONS,INCLUDING CEILING HEIGHTS,PRIOR TO BIDDING. NOWORK : ARCH I T E C T S ( B. CONTRACTOR TO VERIFY EXISTING CONDITIONS&CEILING HEIGHTS.NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK IF AFFECTED AREAS. SEE EXISTING AND DEMOLITION 720 NW Davis 503.221.1121 Q Q Q % 1 { ——— PLANS FOR EXISTING CONDITIONS AND EXTENT OF ITEMS TO BE DEMOLISHED. EXISTING MECHANICAL ao Suite 300 503 221.2077 ❑ (, N TYP AT " ' '= I I I DIFFUSERS INDICATED ON THE RCP PLANS ARE FOR REFERENCE ONLY.CONTRACTOR TO COORDINATE o STAIg Q ,NPWORK( ( — n ❑ ❑ - NOW 3RK N SUPPLY,RETURN AND OTHER COMPONENTS. Portland OR 97209 www.Irsarchitects.com _ 3 10'-Ow 5 _ `'"��J NO WORK C. SEE A101&A102 FOR EXIT EGRESS PATH.BATTERY BACK-UP LIGHTING TO ILLUMINATE PATH WITH 1 FOOT 12 960 - i ( CANDLE 44"WIDE,AND POWER FOR A MINIMUM OF 90 MINUTES.EMERGENCY BACK-UP LIGHTING TO BE TYP.FOR 9) Q Q Q Q —FIE -�— -� INCORPORATED INTO NEW LIGHT FIXTURES.NO'BUG-EYE'WALL MOUNTED EGRESS LIGHTS. 9D Ako D. CONTRACTOR TO COORDINATE FINAL LOCATIONS AND FIXTURE TYPES FOR DELEGATED DESIGN + 101 1 _ MECHANICAL,ELECTRICAL AND SPRINKLERS WITH ARCHITECT AND OWNER.REFER TO INTERIOR ( °) 8'-0" +� i1 +/ O _ Q ) 8'-0" O i Q O Q NO WORK ELEVATIONS FOR WALL MOUNTED LIGHT FIXTURES. "ERIEN �� CE. NE:W MECHANICAL DUCTS IF ANY AT EXTERIOR GLAZING SHALL BE DIRECTED SO AS TO AVOID ANYPOSSIBLE CONDENSATION ON THE GLAZING. Q 11 (E 11 P.FOR(9) POf?TLAND,OREGON 3 � � `�. A F. LED LIGHT FIXTURES PREFERRED. DELEGATED DESIGN ELECTRICAL TO PROVIDE COORDINATED FIXTURE E 8'ON } I I I SCHEDULE,LIGHTING PLAN AND PHOTOMETRIC PLAN FOR OWNER,ARCHITECT AND MANUFACTURES ' 30$3 (E; 8-0 +/-) °D REVIEW AND APPROVAL. I , " I r (� (}-0 G. PROVIDE OCCUPANCY SENSORS IN ROOMS WITH NEW LIGHTING.COORDINATE WITH OWNER ( . Q ( NO WORK ( H. COORDINATE LIGHTING CONTROLS AND LOCATION WITH OWNER. I. PROVIDE LIGHTING ENERGY REBATE SERVICES FOR NEW FIXTURES. J. CONTRACTOR TO VERIFY LIGHTING LEVELS AND QUALITY PER WITH OWNER'S REQUIREMENTS. CONSULTANT: I - x I a ( ( I I ❑ K• COORDINATE LIGHTS AND MECHANICAL SYSTEMS WITH OVERHEAD DOORS L i., i L. PROTECT ALL EXISTING ELECTRICAL,DATA AND LIGHTING COMPONENTS,NOT BEING DEMOLISHED,BOTH • G.Z ABOVE AND BELOW EXISTING CEILINGS. 13'-0" , 20'-0" 0--8-L 9'-$" 3'-0" 16'-2" , 10'-2' , 13'-4' ., 7'-2" ., M. CONTRACTOR TO COORDINATE DELEGATED HVAC DESIGN WITH DELEGATED DESIGN ACOUSTICAL TO MITIGATE ELEMENTS OF ROOF FOR MECHANICAL UNITS AND DUCTING LEAD ELEMENTS.THIS MAY PLAN NORTH INCLUDE ISOLATION SEPARATIONS AND WRAPPED INTERNAL INSULATION.ALSO REVIEW UNITS WITH 7 $ 9 10 10.7 11 (D2 (D3 14 14 STRUCTURAL ENGINEER FOR THE STRUCTURE'S NATURAL FREQUENCY WITH VIBRATION. N. CONTRACTOR TO COORDINATE ANY OF01 LOW VOLTAGE SYSTEM AS REQUIRED. 2. REFLECTED CEILING PLAN - SECOND FLOOR TRUE 0. MECHANICAL UNITS. EW IN SCALE: 118"= 1'-0" 0 4' $' s' NOR; CUSTOM R AREAS. PROVIDE SLOT ADIFFU SERS COORDINATED WITH SSOCIATED EQUIPMENT TO BE OCEILING SYSTEM AED FROM IT THE SHOWROOM.DIFFUSERS TO BE FINISHED TO MATCH ADJACENT SURFACES,TYPICAL. l P. CEILING ELEVATIONS INDICATED ARE FROM FINISHED FLOOR TO FINISHED SURFACE OF CEILING,U.O.N. ( ( I I Q. CONTRACTOR TO VERIFY EXISTING EXIT SIGN LOCATIONS AND CURRENT CODE COMPLIANCE WITH FIRE MARSHAL. NO WORK I I I ( R REFER TO SHEET A940 FOR TYPICAL SUSPENDED CEILING SEISMIC CONNECTION REQUIREMENTS. �- � ® WORK COORDINATE SPRINKLER HEADS WITH INDICATED CEILING FINISHES. CENTER SPRINKLER HEADS IN NO WORK NO WORK - NO WORK CEILING TILES WHERE OCCUR AND ALIGN WITH ADJACENT LIGHT FIXTURES. SUBMIT COORDINATED LAYOUT FOR ARCHITECT REVIEW AND APPROVAL. KEY NOTES _ NO WORK NO NO WORK I I I I = \'_l REUSED SOFFIT TO MATCH EXISTING,TYP. RELOCATED OVERHEAD GRILL. NO WORK 3 NEW SOFFIT AT DEMOLISHED OVERHEAD GRILL.VERIFY GEEING HEIGHTS ON EITHER SIDES l -_ c� II a PROJECT NUMBER: 214291 RELOCATED TRACK LIGHT Landmark NO WORK + m :(E). T-6" •t/-j:`...� ' �" �.;J NEW SOFFIT AT STAIR OPENING I Ford Lincoln r ---, NO NOW,-- Q SOFFIT AT LOCATION OF DEMOLISED WALL.ALSO SEE DETAIL 10/A872. Service Renovation 7 t EXISTING SOFFIT 14 _ INO WORK ---, 12300 SW 68th AVE, Qp a • NEW SOUND ABSORBING ACOUSTICAL(GLUED ON)CEILING TILES-(ROCKFON PACIFIC TILES 2'X2'). TICARD OREGON 97223 2 1 10 ;E) a-11 +l►) 2 (j(E)` (E)Q ': ". {E:){� PROTECT(E)MECHANICAL DUCT DURING CONSTRUCTION. SPRINKLER HEADS/MECHANICAL GRILL TO BE _ Jfr,,,,,,t 2 __ _ • ( _ --. _ �I .• F ADJUSTED.AS REQUIRED.REPLACE(E)LIGHTS IN LOCATIONS AS SHOWN.COORDINATE WITH ELECTRICAL, Q i - MECHANICAL AND FIRE SPRINKLER. Q (E) 9'_11" +'-) 4 4 I I I I ,e974 , -� / � 9� SOFFIT AT DEMOLISHED WALL TO REMAIN AS IS. 4 NO WORK NO V(ORK 210 RELOCATED ACCESS PANEL.GC TO COORDINATE WITH OH COILING GRILL MFR t, T '�;. —•> 960 13 P.FO �� I // 0, /1 AN1960' � � 11 RELOCATED FIXTURE.REFER TO DEMOLITION RCP PLANS. 3 r� !! p 12 NEW RECESSED DOWN LIGHT:CALCULITE LED 6"ROUND APERTURE DOWNLIGHT FOR NEW CONSTRUCTION OPEN-0 ; V\ N MANUFACTURED BY LIGHTOLIER;MODEL C6L;3000 LUMENS;UNIVERSAL 120/277V;0-10V DIMMING;STYLE DL; ABOVE 1 �, ; + COLOR TEMPERATURE 3500K;BEAM MEDIUM;REFLECTOR CCL;FLANGE P(POLISHED MATCHES APERTURE; ' I ='( -`�Ej� VERSION B. 1 6 ,,. 13 NEW RECESS DOWNLIGHT CALCULIS LED 6 ROUND APERTURE DOWNLIGHT FOR NEW CONSTRUCTION 1 I i °'96L + I I I MANUFACTURED BY LIGHTOLIER;MODEL C6L;1500 LUMENS;UNIVERSAL 120/277V;0-10V DIMMING;STYLE DL; COLOR TEMPERATURE 3500K;BEAM MEDIUM;REFLECTOR CCL;FLANGE P(POLISHED MATCHES APERTURE); 960 IF7 STAIR T ' I I® I I VERSION B. ' — — — NO JVOF;K ' ( ' 14 EXISTING DUCTWORK TO REMAIN.PROTECT DURING CONSTRUCTION. -- F.6 � � �- � LEGEND 2 f + + f/ I I I I I ry ' GYPSUM BOAR CEILING SHEET TITLE: EI NO WO 1K NO WORK _ I 2'X4'ACOUSTICAL SUSPENDED CEILING SYSTEM First & Second Floor I I I I T.8 OPEN STRUCTURE Reflected Ceiling E 13'-0" 20'-0" 2'-8" 9'-8" T-O' L 16'-2" , 10'-2" ,, 13'-4" , 7'-2" , CEILING HEIGHT Plans ® MECHANICAL DIFFUSERS —) RECESSED OR SURFACE MOUNTEDLU 7 8 9 10 10,7 11 12 13 14 14.5 LED LIGHT FIXTURE DRAWN BY: DA PLAN NORTH DATE ISSUED: 10.04.2016 J O O RECESSED LIGHTING FIXTURE 7" REFLECTED CEILING PLAN - FIRST FLOOR TRUE V TRACK LIGHTING ADDM i 12.05.2016 J SCALE: 1/8'= 1'-0" oi 4' 8. �s' NORT c�a WALL MOUNTED LIGHT FIXTURE �2 ADDM 2 01.20.2017 LIT CEILING MOUNTED EXIT SIGN A ADDM 3 02.23.2017 A g (E) EXISTING - a # SPRINKLER U SHEET: A401 N EE LRS Archdecf3,Inc.®2016 A C G ------------ —-------- OPP. 12 9063 ' -------------------------------------- - ------- --------- ----------- T.O. PARAPET� - --------------------------------—-—-—- ---—-—---—-—- T.O. PARAPET* 27'-9"AFF 27-9"AFF .14 f — BUILT UP ROOFING OVER A R C H I T E C T S LL PLYWOOD SHEATHING TO REMAIN. 1 1 Coll ELEVATOR SAFETY BEAM TO BE 720 NW Davis 503.221.1121 9 w INSTALLED FOR DURATION EXISTING BULT UP ROOFING OVER Suite 300 503 221.2077 D OF ELEVATOR INSTALLATION PLYWOOD SHEATHING TO REMAIN. EXISTING 16'TJI @ 48'O.C.TO REMAIN. Portland OR 97209 www.Irsarchitects.com EXISTING 16'TJI @ 48"O.C. TO REMAIN. — — —— -— — OPP. EXISTING SUSPENDED EXISTING SUSPENDED tj EXISTING SUSPENDED ACOUSTICAL CEILING TO REMAIN. EXISTING SUSPENDED ACOUSTICAL CEILING TO REMAIN. ACOUSTICAL CEILING TO REMAIN. ACOUSTICAL CEILING TO REMAIN. 3 9360 L T-4 3/4" 3-4 3/4' ELEVATOR GUIDE 10 C6. EPHEN1111.MILEHAIA f RAIL BRACKET 963 NEW FLOOR FINISH EXISTING FLOOR FINISH OVER EXISTING FLOOR FINISH OVER OVER EXISTING PLYWOOD SHEATHING-SEE A802. EXISTING FOOR FINISH AND PLYWOOD SHEATHING TO REMAIN. "EMEN R,10 Q 3 EXISTING FLOOR STRUCTURE TO REMAIN. 11 Opp, SECOND FLOOR,� FLOOR STRUCTURE TO REMAIN. poMu=4 OREGON 8 6 308 6 9060 —-—-—-—-—-—-—-—- --—-—- -—-—-- co ------ SECOND SECOND FLQ0R_,j., OF -1. 13'-8"AF 13'-8"AFF LJ EXISTING 2 X 12"@ 16"O.C.TO REMAIN. EXISTING 2 X 12 @ 16'O.C.TO REMAIN. LJ 9Li EXISTING BEAM TO REMAIN. CONSULTANT: EXISTING SUSPENDED I D96 EXISTING SUSPENDED 10 ACOUSTICAL CEILING TO REMAIN. T-11 314" EXISTING SUSPENDED (�9 40, 3'-13/4" t__ EXISTING SUSPENDED 9 ACOUSTICAL CEILING TO REMAIN. ACOUSTICAL CEILING TO REMAIN. ACOUSTICAL CEILING TO REMAIN. C!___3 (� BEYOND 963 NEW FLOOR FINISH OVER 4!7C NEW FLOOR FINISH OVER EXISTING 1 EXISTING CONCRETE SLAB-SEE A801 EXISTING FLOOR FINISH CONCRETE SLAB-A801 EXISTING FLOOR FINISH OVER 9 9063 AND CONCRETE SLAB �105 �2 Uj 962 cn EXISTING CONCRETE SLAB TO REMAIN. TO REMAIN. ZE ------ GROUND FLOOR ---------------- Go GROUND FLOOR_,�_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . .. .. 0'- FF# 0'-On AFF E�I I M I 1=1 I 1=1 I la I E]I 1=1 I 1=1 I M I M I 1=1 I 1=1 I MI I MI I 1=1 I 1= EE E� =1 I 1=1 I 1=1 I MI I LEI I I- EI I FEI 11=1 I 1=' 'I I IEEI I IEE1I!-1 I III- III= 11=111=111EEIII M I 1=1 I 1=1 11-1 I M 11=1 I 1=1 I MI I IEEI I 1=1 11=1 I MI I la 11=1 L 0"A -111==1 1=1 I IEI I F9 I I 'El 11=111=1 I F4 11=111=11 1=1 I1=111-11 1=1 11=1 11=1 I I-111=111=1 IMIIIEII I-111=111=1 1IEEII 1=1 I M 11-1 11=1 I 1=1I I=1 11=1 = 111- 11- El I EI I1=1 I11 I 1EI I IE I Ed 11=1 11—I 11=1 11=1 11=1 I I=_I I 11=111-1 I kld I 1=1 11=1 I 1=1 I I]EI 11=1I 1=1 I IEI 11=1 I IF 11=1 11=1 11=1 11=1 I S I FEI I I I I 1=1 11- -Ill-1 I I-1 I 1=1 11=1 I I I=I I la 11=1 I P1 I 1=1 I IE]I I = 1=1 �=1 11-TIMI I MI I[�:q I LEI I I-II EI 11=1 I 1=1 I M I IE:, I= —-III ''L, El IE'.I I 1_1 I I—[ 1=1 I I— I 1=1 I 1=1 I lEil I 1=1 I 1=111-1= I ml I 1=1 I 1=111-1= I I=r 1l I IEI I Ml I la I IEE1 I 1=1 11-11 1 MI I -III- I 11=1 I IJ I I= I M 11=1 I M I IEE1 11=1 11=1 11=1 I I= I I I I!Ill I I I III I'11111''�111(1±I I I I_=I I =1 I MI I IE la I I 1=-1 I IEE I 1=1 11=1 I IEI I MI 11=1 11=1 11=1 I 1111 I�El 11=1 I I I FEI I FEI 11=1 11-1 I I-II FEI 11=1 11=l I 1E 11=1 - - P�' =-I 111111=�I 1=I r1 111111= I 1EI I IEEI I 1=111 I 1-1=1 - 11=1 -- I- - =I -111- 3. ELEVATOR AND STAIR - SECTION 1. ELEVATOR AND STAIR - SECTION SCALE. 114"=1'-0" SCALE. 114'o:---1'-0" OPP. (D2 PROJECT NUMBER. 214291 12 963 -------- 963 ------- T.Q. PARAPET -------------------------------------- ------------- ------------------ T.O. PARAPETLandmark 27'-9"AFF 27'-9"AFF Ford Lincoln EXISTING BUILT UP ROOFING OVER EXISTING BUILT UP ROOFING OVER PLYWOOD SHEATHING TO REMAIN. S n — 04 PLYWOOD SHEATHING TO REMAIN.EXISTING 16"TJI @ 48'O.C.TO REMAIN. - 960 OPP 12300 SW 68th AVE, Ti 960 EXISTING 16"TA @ 48'O.C.TO REMAIN. TIGARD, OREGON 97223 f T � NEW GYP BOARD CEILING 0 WITH RECESSED LIGHTING EXISTING SUSPENDED A2 ACOUSTICAL CEILING TO REMAIN. EXISTING SUSPENDED EXISTING BUILT UP ROOFING ACOUSTICAL CEILING TO REMAIN. 6 OPP. OVER PLYWOOD 96 3" 71/4' 960 EXISTING SUSPENDED SHEATHING TO REMAIN. 3'-0 3/8' ACOUSTICAL CEILING TO REMAIN. NEW FLOOR FINISH OVER EXISTING PLYWOOD SHEATHING-A802. EXISTING FOOR FINISH AND NEW FLOOR FINISH OVER FLOOR STRUCTURE TO REMAIN. 962 1 Sim EXISTING PLYWOOD 7 3 11 60 SHEATHING-SEE A802. 60 62 963 SECOND FLOOR SECOND FLOOR-o- - ----------------- --------- ---------------- ------ - ------- 13'-8"AFF 4 j 13'-8"AFF ;L 96 I 2 X 12 @ 16"O.C. EXISTING ROOF IM coTO REMAIN. STF!UCTURE TO REMAIN. w EXISTING FLOOR JOISTS TO REMAIN. EXISTING BEAM TO REMAIN, L SEE STRUCT. EXISTING SUSPEDED EXISTING SUSPENDED ACOUSTICAL CEILNING TO REMAIN. i Rco EXISTING SUSPENDED U., ACOUSTICAL CEILING TO REMAIN. w Uj ACOUSTICAL CEILING TO REMAIN. -or SHEET TITLE: CNI C3 C0 to NEW STAIR A962 FOR STAIR DETAILS. Elevator & Stair EXISTING OPP, F3 NEW FLOOR FINISH OVER EXISTING FOOR FINISH NEW FLOOR FINISH OVER Sections STOREFRONT TO REMAIN I EXISTING CONCRETE SLAB SEE A801. AND CONCRETE SLAB TO REMAIN. EXISTING CONCRETE SLAB SEE A801. OPP. 96 963 NEW FLOOR FINISH OVER 0 9062 EXISTING CONCRETE SLAB GROUND FLOOR ---------------- ------ GROUND FLQQR-O- C3 — —1 I— —1 i— — —1 a— —1 I— — — r=11— — — — —11— — — — —1 I— —1=111-1 — — — i-1 — —I -0"AFF 0'- - - - - - - - - - - - - - -lEd IM I I I 1]�ElIIEE C� 0'-O"AFF C3 :I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 E111=111 I -11 IEI I DA 1=1 III I IE�1 III I 1=1 I F�I I F�l I.lEd I 1�1 I 1��El I 1��A I 1=1 I 1=1 I F�.I I L=1 I MI I 1=1 I 1=1 I IEE] DRAWN BY: 11-111=I= I 1=1 I MI I M I 1=1 I 1=1 I 1��I I I I I=I I 1=1 I I I I=I A �Ei I 1=1 I 1=1 I LEI I IEEI I 1=1 I 1=1 I M1 I E1 1511 1=1 I la I M I 1=1 I 1=1 I 1]�El I S I 1=1 I 1=1 I PEI I LiEii I F I I 1=1 I I-111=1 I 1=1 I 1=1 I Eil I M I 1=1 I 1=1 I IEEI I 1��Ei I 1=1 I 1=1 I =1 I MI I M 11=111-1= = I M I M 11-111-1 I 1=1 I IEEI I FEI I 1=1 I 1=1 I 1=1 I IEEI I I-111=1 I M 11— U r DATE ISSUED: 10.04.2016 '2 1=1 11=1 I IE�d 11-1 11=1 11-111-1 I M 11=1 11=1 11=1 I MI I I III 11-111- U� -I 11=1 I IEEI 11-I 11=111=1 I M 11-1 I 1=1 I =1 1I1=1IM M I IEI 11=1I1=1= I Ed 11-11 I I I F=l 11111 M 11— 1 —_--I I I:El I IEEI I 1=1 11=1 I M I I� -E I � I r�=Ll I�fl 1=1 I 1=1 I I 11-1 1=1 I I I 1=1 I IEI 11=1 11=1 I 1=1 I IEEI ADDM1 12.05.2016 cc =1 I 1=1 =1 I IEI I 1=1 I I— L E .4 IA I IEEI I 1=1 I --I I I FEI 11=1 I T-17 I 1�4 I 1=:_:I I M I S 11=111-=111-111=111-I I I— Ed I 1=1 I I— ADDM 2 01.20.2017 I 1:F CNI 7 ► 1-1 4 ILI[�FL 1 1:1 WIF, EEI I 1=1 I 1=1 11 IE�El I FEI I 1=1 '=' M 4. ELEVATOR AND STAIR SECTION 2. ELEVATOR AND STAIR SECTION SCALE. 114"--I`-06 SCALE., 114'�--I`-O' SHEET: A602 ILRS Afvhifects,thr-0 2018 HARDWARE GROUP NO.1 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: GENERAL NOTES QTY DESCRIPTION CATALOG NUMBER FINISH MFR OPENING ROOM NAME DOOR FRAME HEAD JAMB SILL HARDWARE FIRE NOTES 3 EA HINGE 5P614.5 x 4.5 652 IVE NO. I SIZE(WXH) THICKNESS TYPE MATERIAL I FINISH TYPE I MATERIALI FINISH DETAIL DETAIL DETAIL SET RATING A. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF ALL EXISTING DOORS TO BE REPLACED AND(E)FRAMES THAT ARE BEING REUSED PRIOR TO I EA OFFICE LOCK AL50PD NEP 626 SCH BIDDING.CONTACT ARCHITECT IN CASE OF ANY DISCREPANCIES. I EA WALL STOP WS406/407CCV 630 IVE FIRST FLOOR B. ALL GLASS WITHIN 24*OF DOORS TO BE TEMPERED. I EA SILENCER SR66 GRY IVE 101A (E) RECEPTION (E) (E) AL/GL (E) (E) AL (E) N/A N/A N/A (E) - C. PANIC HARDWARE ON EXISTING DOORS TO BE REPLACED IF NEEDED. A R C H I T E C T S 101B (E) RECEPTION (E) (E) AUGL (E) (E) AL (E) N/A N/A N/A (E) - MODIFY(E)DOOR/FRAME AS REQUIRED.PATCH/REPAIR/FINISH TO MATCH. 1 EA DOOR SHOE 217SNV SN PEMKO D. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION NOTES. 720 NW Davis 503.221.1121 Itt 2 EA KICKPLATE K1062 8"x 34" 630 RKWD 103A 24'-0"x10'-0" CASHIER (E) D4 STEEL (E) (E)-RELOCATE STEEL (E) 4/A970 5/A970 6/A970 (E) - 3 E. REVIEW WITH OWNER CONDITION OF ANY OTHER EXISTING DOORS AND 104A 3'-=6-8* RETAIL PARTS 1314" DI WD P-6 (E) HM P-6 IIA970 2/A970 7/A970 3 - 1,6 FRAMES,NOT LISTED ON THE DOOR SCHEDULE,M DETERMINE REUSE Suite 300 503 221.2077 D 105A 3'-O*X6-8* CASHIER-2 13/4" D5 WD P-6 (E) HM P-6 IIA970 2/A970 7/A970 I - 1,6 AND/OR REPLACEMENT.SAND AND REPAINT EXISTING/REUSED DOORS Portland OR 97209 www.irsarchitects.com WOR FRAMES IN AREAS SCHEDULED FOR NEW FINISHES. HARDWARE GROUP NO.2 1056 3'-0"X6-8" CASHIER-2 13/4" D5 WD P-6 (E) HM P-6 I/A970 2/A970 7/A970 I - 1,6 F. REVIEW WITH OWNER CONDITION OF EXISTING DOOR HARDWARE OF PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 107A 3'-OuX6'-8" TECH PARTS 13/4" D5 WD P-6 (E) HM P-6 1/A970 2/A970 7/A970 I - 1,6 DOORS NOT LISTED ON THE DOOR SCHEDULE TO DETERMINE REUSE 108A 3!-0*X6-8' WARRANTY 13/4' DI WD P-6 (E) HM P-6 IIA970 2/A970 7/A970 1 - 1,6 AND/OR REPLACEMENT. REPLACE MORTIS AND KEY TO MATCH NEW DOOR HARDWARE. . 14" QTY DESCRIPTION CATALOG NUMBER FINISH MFR 110A X-0"XV-8' OFFICE 13/4* DI WD P-6 (E) HM P-6 IIA970 2/A970 71A970 I - 1,6 G. ALL DOORS ON ACCESSIBLE PATH TO HAVE 1/21 MAX THRESHOLD,MAX cC, 3 EA HINGE 5PB1 4.5 x 4.5 652 IVE 111A 3!-0"X7'-0" VENDING (E) D3 HM PAINT (E) HM P-6 1/A970 2/A970 7/A970 (E) - OPENING FORCE OF 5 LBS AT INTERIOR DOORS&8-1/2 LBS AT EXTERIOR 1 I EA PRIVACY LOCK AL40S NEP 626 SCH R.R ' - 1,2,6 DOORS AND HANDLEILEVER BETWEEN 36'AND 48"AFF.SEE CODE PLANS. C5 MEN MILEHAM 'Cl I EA WALL STOP WS406/407CVX 630 IVE 114A 31-0"X6-80 CHILD PLAY 13/4" D1 WD P-6 (E) HM P-6 lIA970 2/A970 7/A970 3 H. SEE DOOR TYPES FOR TYPICAL DETAILS UNLESS OTHERWISE NOTED ON M'H R, f I SET SEALS 2525B(FOR SOUND) BRN NGP 114B 3'-0"X6'-8" CHILD PLAY 11314- D1 WD P-6 (E) HM P-6 lIA970 2/A970 71A970 3 - 1,2,6 DOOR SCHEDULE. 115A Y-0"X6-8" OFFICE 13/4' D1 WD P-6 (E) HM P-6 1/A970 2/A970 71A970 3 - 1,6 1. SEE PLAN FOR SWING/LEAF ORIENTATION INFORMATION. • I EA DOOR SHOE 217SNV SN PEMKO 118A 3'-=6'-8" OFFICE 13/4" DI WD P-6 (E) HM P-6 1/A970 2/A970 7/A970 I - 1,6 J. (E)DOORS/FRAMES WITH NO PROPOSED WORK IS NOT LISTED ON THE PORPLAND.OREGON 2 EA KICKPLATE K1062 8'x 34" 630 RKWD 119A 3'-0'X6'-8- RENTAL 13/4" D1 WD P-6 (E) HM P-6 1/A970 2/A970 71A970 1 - 1,6 DOOR SCHEDULE30830( 3'-0'X6'-8" ff I EA SURFACE CLOSER 1450 689 LCN 122A3'-0'X6'-8" I MEN'S 113/4- D1 I WD P-6 (E) HM P-6 IIA970 21A970 71A970 7 - 1,2 1w OF HARDWARE GROUP NO.3 123A 3'-0'X6!-8- I WOMEN'S 113/4- D1 I WD P-6 (E) HM P-6 1/A970 2/A970 7/A970 7 1,2 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 124A 16'-0"X6'-8" I JANITOR 11314" D2 I WD P-6 (E) HM P-6 I/A970 2/A970 7/A970 5 - 1,6 125A 3!-0-X6'-8- I CLOSET-1 113/4' DI I WD P-6 (E) HM P-6 I 1IA970 I 21A970 71A970 4 - 1,6 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 126A 3'4-X6'-8- I CLOSET-2 11314' D1 I WD P-6 (E) HM P-6 I IIA970 2IA970 7/A970 4 - 1,6 3 EA HINGE 5PBI 4.5 x 4.5 652 IVE SECOND FLOOR CONSULTANT: 1 EA PASSAGE SET AL10S NEP 626 SCH 201 3'-0"X6'-8* HALL 13/4" D1 WD P-6 F-1 HM P-6 1/A970 2/A970 71A970 3 - 1,6 1 EA WALL STOP WS406/407CVX 630 IVE 202A 3'-0"X6-8* OFFICE 13/4" Di WD P-6 F-1 HM P-6 11A970 2IA970 7/A970 1 - 1,6 3 EA SILENCER SR66 GRY IVE 203 3'-0"X6-8' OFFICE 1314* D1 WD P-6 F-1 HM P-6 11A970 2IA970 71A970 1 - 1,6 1 EA DOOR SHOE 217SNV SN PEMKO 204A S-0"X6'-8" GENERAL OFFICE 13/4" DI WD P-6 F-1 HM P-6 1/A970 2/A970 7/A970 6 - 1,6 2 EA KICKPLATE K1062 8"x 34" 630 RKWD 204B 3'-0"X6-8w GENERAL OFFICE 13/40 D1 WD P-6 F-1 HM P-6 I/A970' 2/A970 7/A970 6 - 1,6 1 EA SURFACE CLOSER 1450 689 LCN 205A 3!-0"X6-8* CONFERENCE 13/4* DI WD P-6 F-1 HM P-6 IIA970 21A970 71A970 6 - 1,6 206 3!-0"X6-8' DEALER OFFICE 13/4' DI WD P-6 F-1 HM P-6 IIA970 2/A970 7/A970 I - 1,6 HARDWARE GROUP NO.4 208 3'-0"X6-8" MEN 13/40 D1 WD P-6 F-1 HM P-6 IIA970 2/A970 7/A970 2 1,6 PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 209 3'-0"X6'-8" WOMEN 13/4* D1 WD P-6 F-1 HM P-6 1/A970 2/A970 71A970 2 - 1,6 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 210 3!-00X6-8w HALL 13/4' DI WD P-6 F-1 HM P-6 IIA970 2IA970 71A970 3 - 1,6 3 EA HINGE 5PB1 4.5 x 4.5 652 IVE 211 Y-0"X6-8" WOMEN'S LOCKER 1314" D1 WD P-6 F-1 HM P-6 IIA970 2/A970 7IA970 7 - 1,6 1 EA STOREROOM LOCK AL80PD NEP 626 SCH 212 3'-0uX6-8" SERVER 13/4" D1 WD P-6 F-1 HM P-6 IIA970 2/A970 7/A970 4 - 1,6 I EA WALL STOP WS406/407CVX 630 IVE 213A __Z-Q'X6'-8' STORAGE 13/4' WD P-6 F-1 I/Aq_79 - --------- ,aAq7 71A970 4 1.6 3 EA SILENCER SR66 GRY IVE 214 :T-0"X6'-8* CLOSET-3 13/4" DI WD I P-6 F-1 HM P-6 I IIA970 2/A970 71A970 4 1,6 I EA DOOR SHOE 217SNV SN PEMKO 2 EA KICKPLATE K1062 8"x 34" 630 RKWD DOOR SCHEDULE NOTE: I EA SURFACE CLOSER 1450 689 LCN 1. INSTALL STAINLESS STEEL KICK PLATE ON BOTH SIDES OF EACH NEW DOOR LEAF. HARDWARE GROUP NO.5 2. HEAVY DUTY GASKET FOR DOORS. PROVIDE EACH PAIR OF DOOR(S)WITH THE FOLLOWING: 3. TOUCH-UP PAINT FOR RELOCATED COILING GRILL AS REQUIRED.RELOCATE ELECTRIC OPERATOR TO NEW LOCATION.SEE PLAN. QTY DESCRIPTION CATALOG NUMBER FINISH MFR 4. REFINISH(E)HM DOOR AND FRAME.COLOR TO MATCH(E) 5. PROVIDE AUTOMATIC DOOR OPENER.LOCATE AS INDICATED ON PLAN.PATCH AND 6 EA HINGE 5PB1 4.5 x 4.5 652 IVE REPAIR WALL AS REQUIRED.GC TO COORDINATE WITH ELECTRICAL. 2 EA STOREROOM LOCK AL80PD NEP 626 SCH 6. REMOVE&DISPOSE EXISTING INTERIOR WOOD DOOR LEAFS-PREPARE 2 EA WALL STOP WS406/407CVX 630 IVE FRAMES FOR NEW DOORS-REFER TO NEW PLAN. 7. COLOR TO MATCH EXISTING. 6 EA SILENCER SR66 GRY IVE 2 EA DOOR SHOE 217SNV SN PEMKO 4 EA KICKPLATE K1062 8*x W 630 RKWD 1. DOOR SCHEDULE PROJECT NUMBER: 214291 HARDWARE GROUP NO.6 SCALE. NTS PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: Landmark QTY DESCRIPTION CATALOG NUMBER FINISH MFR NOTES: 2 Ford Lincoln 3 EA HINGE 5PB1 4.5 x 4.5 652 IVE 1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT. I EA CLASSROOM LOCK AL70PD 626 SCH 2. DOOR GLASS TO BE TEMPERED. FIELD VERIFY Service Renovation I EA WALL STOP WS406/407CVX 630 IVE --- ---- (E)CEILING HT 3 EA SILENCER SR66 GRY IVE 12300 SW 68th AVE, KNOCK DOWN SEE DOOR SEE DOOR FIELD VERIFY FIELD VERIFY I EA DOOR SHOE 217SNV SN PEMKO SCHEDULE SCHEDULE TI CARD, OREGON 97223 2 EA KICKPLATE K1062$"x34' 630 RKWD 2'-0* STEEL FRAME. 4'-0' FINISH COLOR rA 689 LCN L I EA SURFACE CLOSER 1450 TO MATCH(E) HARDWARE GROUP NO.7 LLIw _j _j D co >LU PROVIDE EACH SGL DOOR(S)WITH THE FOLLOWING: 4 9 ffl/z 0 0 Uj Uj X: X: LL LU QTY DESCRIPTION CATALOG NUMBER FINISH MFR z ;0 z 0 _j LU _I w KICK PLATE PER KICK PLATE.PER u'j (L) LO (0 > KICK PLATE PER U_ 3 EA HINGE 5PBI 4.5 x 4.5 652 IVE 0 ir 0 SCHEDULE,TYP. 01 SCHEDULE,TYP. 0 SCHEDULE,TYP. _j . I EA PUSH PLATE 8200 4"x 16' 630 IVE a a 0 0 / w M \ r-DOORSHOEPER 3: w r-DOOR SHOE PER wDOOR SHOE PER 1 EA PULL PLATE 8302"8 4"x 16"G 630 IVE 0 w w SCHEDULE,TYP. 1 EA SURFACE CLOSER 1450 RW/PA 689 LCN C0 SCHEDULE,TYP. 0) SCHEDULE,TYP. io'-00 F_ I EA WALL STOP WS406/407CVX 630 IVEFIN.FLR*_ 3 EA SILENCER SR66 I GRY IVE R-1 INTERIOR WINDOW(FIXED) R-2 INTERIOR WINDOW(FIXED) DI SINGLE DOOR D2-PAIR OF DOORS D3-(E)HM DOOR D4-(E)OH COILING STEEL LtL I EA DOOR SHOE 217SNV SN PEMKO SOLID WOOD WITH PAINT SOLID WOOD WITH PAINT WITH NEW FIRE 2 EA KICKPLATE K1062 8'x 34" 630 RKWD GRADE HARDWOOD GRADE HARDWOOD RATED VISION PANEL I EA SURFACE CLOSER 1450 689 LCN VENEER FACES VENEER FACES 2. HARDWARE GROUPS 3. RELITE TYPES SCALE. NTS SCALE.* 114'= l'-O* SHEET TITLE: C4 FIELD VERIFY Door Schedules., A2 WIDTH w 6* Types., CD 6'-8"A.F.F. 04 • B.O.FRAME TYP Ar- and Details E [VERIFY AT ALL (E)CONDITIONS] HOLLOW METAL FRAME >_ TO MATCH EXISTING !:!: !2 SEE DOOR of w r-KICK PLATE PER > w SCHEDULE SCHEDULE,TYP. Uj r DRAWN BY: DA LCU, U_ DOOR SHOE PER DATE ISSUED: 10.04.2016 "2 SCHEDULE,TYP. LL ADDM 2 01.20.2017 E "D r FIN.FLR.'�' A2 D5 (E)HM DOOR A 3 ADDIM 3 02.23.2017 WITH NEW VISION PANEL A2 :E F-I INTERIOR DOOR w 2 A701 U Cn 5. FRAME TYPES 4. DOOR TYPES SHEET: CM E 0 SCALE., 114'= 1'-0" SCALE. 114*= 1'-0' LRS Amhifect%Inc. 2016 4n CD a 0 GENERAL NOTES NO FLOORING WORK A. GC TO CONFIRM WHETHER THERE IS(E)FLOOR TILE UNDER RELOCATED CASEWORK.PROVIDE COST ADJUSTMENT AS NECESSARY. A R C H I T E C T S B. PLUMBING FIXTURES NOT SHOWN FOR CLARITY. 720 NW Davis 503.221.1121 M C. REFER TO A810 FOR FINISH LEGEND AND SCHEDULE. Suite 300 503221.2077 D Portland OR 97209 www.irsarchitects.com NO FLOORING WORK T-2 T-2 NO FLOORING WORK OHM R.KOWA ;d6- KEY NOTES Cn NO FLOORING WORK I I I i i T-2 E PROVIDE PORCELAIN TILE/PATTERN FINISH ON RAISED FLOOR. • NOT U poMIAW,GREG04NIS A3 �L(D S!?) 3083 NO FLOORING NEW BASE AT FILLED IN WALL TO MATCH EXISTING.PATCH AND REPAIR FLOOR AS REQUIRED IN THE AREA. VOF q(z5EMIJI R*)l WORK JE) NOT USED. NO FLOORING WORK T-2 -24T RECESSED WALK OFF MAT TO MATCH EXISTING IN MAIN SHOWROOM. NO FLOORING 'NOT=USED 1z;j WORK CONSULTANT: LE �T-2 lu— lj�---.---I I PT-3 T-2 NO N 0 FV 0 R1 Q T-2 --3.,FLOORING_ - r I f _ _ _ Wo K L�T-2 WORK - - - - - - - - - -- - z 4 C) C T-2 NO FLOORING WORK I T-2r 3 _+T-2 L . . . . . ..... ......... 4 L L U�p = F WOM-1+-2 - -- - - - j- - - - - - 2 T-2 T-2 T-2 T-2 5 (E)CPT PE)CP II (E)C PROJECT NUMBER. 214291 T-2 NO F 6.00RING WORK NO FLOORING NO FLOORING A 3 [(E)C WORK WORK Landmark T-2�OM-i Ford Lincoln Service Renovation 12300 SW 68th AVE, 0 TIGARD, OREGON 97223 PLAN NORTH 1. FIRST FLOOR - FINISH PLAN TRUE SCALE: 118'=1=0' 4g. 16' NORTH SHEET TITLE: C4 First Floor Finish Plan C CD E !2 LU DRAWN BY: DA 7E DATE ISSUED: 10.04.2016 -E 10 A ADDM 1 12.05.2016 E A2 ADDM 2 01.20.2017 A3 ADDM 3 02.23.2017 SHEET: A801 E LRS Archftect%Inc.0 2016 A2 GENERAL NOTES A. GC TO CONFIRM WHETHER THERE IS(E)FLOOR TILE UNDER RELOCATED CASEWORK.PROVIDE COST A R C H I T E C T S ADJUSTMENT AS NECESSARY. B. PLUMBING FIXTURES NOT SHOWN FOR CLARITY. 720 NW Davis 503.221.1121 M C. REFER TO A810 FOR FINISH LEGEND AND SCHEDULE. Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com D Ake KEY NOTES Q 0 EMEN R. UHA?A 4 1 (D PATCH AND REPAIR FLOOR AT NEW DOORWAY AS REQUIRED.MATCH EXISTING FLOOR FINISH AND FLOOR BAS PORTLAND,OREGON r- MARMOLEUM FLOORING WITH 6"INTEGRAL COVED BASE. 3083 01FO CONSULTANT: (E) N� [RFV ZF-2 RF-2 CAE) --,NO W115K RF-2 RF. RF-2 RF-1 RF-1 RF 2 F= NO WORK v� ❑ n F] RF-2 2 OFI"7b --jSBE Ow PT-2 (E) (E) NO WORK N 41, RF 2 E) CPT-1 CPT 1 1 CPT-, 1 PF-, CpT-1 Cpr-1 3 CPT-1 (D6 CPT-1 (E) E) 3 .O(E) A2 PROJECT NUMBER. 214291 CpT- (E) Landmark Ford Lincoln Service Renovation NO WORK 12300 SW 68th AVE, TIGARD., OREGON 97223 :1 A 2 PLAN NORTH 1. SECOND FLOOR - FINISH PLAN KTN� TRUE SCALE. 118"= 1'-0" 4- 8. 16, NORTH SHEET TITLE: iOiQQ Cq Second Floor Finish Plan CD E C3 Q !2 LU DRAWN BY: DA DATE ISSUED: 10.04.2016 '2 A ADDM1 12.05.2016 E ADDM 2 01.20.2017 CN A ADDM 3 02.23.2017 3 C3 .0 2 SHEET: A802 U. IRS Amftfted-,hm 0 2V1 6 W INTERIOR FINISH LEGEND ROOM FINISH SCHEDULE GENERAL NOTES SEE FINISH PLAN A801&A802 AND REFLECTED CEILING PLAN A401&A402 SECTION 03 0000 CONCRETE SECTION 09 6500 RESILIENT FLOORING A. SEE FINISH MATERIAL LEGEND,INTERIOR FINISH PLANS,INTERIOR CONC-1 CONCRETE FINISH RB-1 WALL BASE ROOM # ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING NOTES ELEVATIONS,AND REFLECTED CEILING PLANS FOR MORE INFORMATION. MANUFACTURER. TBD MANUFACTURER. FLEXCO SEE RCP B. INTERIOR PAINTS ARE TO HAVE THE FOLLOWING SHEENS U.O.N.: STYLE: DIAMOND GRIND AND POLISH COLOR: UMBER 078 101 RECEPTION T-2NVOM-1 RB-1 P-1 P-1 P-1 P-1 (E) CEILINGS&SOFFITS-FLAT(EPDXY-EGGSHELL.) COLOR TBD COVE BASE: 6"COVE BASE 102 WAITING (E) (E) P-1 P-1 P-1 P-1 (E) LOCATION: AS NOTED ON PLANS LOCATION: SEE INTERIOR FINISH SCHEDULE 103 CASHIER T-2 RB-1 P-1 P-1 P-1 P-1 E) DOORS,DOOR FRAMES,CASINGS,AND MILLWORK —SEMI-GLOSS A R C H I T E C T S C. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING SECTION 06 4000 ARCHITECTURAL WOODWORK RF-1 SHEET MARMOLEUM 104 RETAIL PARTS T-2 RB-1 P-1 P-1 P-1 P-1 (E) COLOR.U.O.N. 720 NW Davis 503.221.1121 19 PL-1 PLASTIC LAMINATE MANUFACTURER. FORBO 105 CASHIER-2 T-2 FU-1 P-1 P-1 P-1 P-1 (E) D. DOORS TO BE PAINTED P-6 U.O.N. MANUFACTURER. FORMICA CORPORATION STYLE: MARMLOEUM 106 OFFICE (E) (E) P-1 P-1 P-1 P-1 (E) STYLE: 3505-SP COLOR: 3866 ETERNITY E. ARCHITECTURAL TRIM TO BE PAINTED P-3 U.O.N. Suite 300 503 221.2077 D COLOR; STORM SOLIDZ COVE BASE: 6'INTEGRAL COVE ME 107 TECH PARTS (E) (E) P-5 P-5 P-5 P-5 (E) F. FLOOR DIRECTION AND SEAMING LOCATIONS TO BE APPROVED BY Portland OR 97209 www.irsarchitects.com FINISH: SCULPTED LOCATION: MEN 208 AND WOMEN 209 108 WARRANTY (E) (E) P-1 P-1 P-1 P-1 (E) ARCHITECT. LOCATION: RECEPTION 101 VERTICAL RF-2 RUBBER FLOORING 109 TECH LIBRARY (E) (E) P-5 P-5 P-5 P-5 (E) G. SEE INTERIOR DETAILS FOR ALL FINISH MATERIAL TRANSITIONS. MANUFACTURER- FLEXCO 110 OFFICE (E) (E) (E) (E) (E) (E) (E) H. TILE TERMINATION TO END BULL NOSE TILE OR APPROPRIATE TRIM STRIP PL-2 PLASTIC LAMINATE STYLE:. SPEXTONES BLACK DAHLIA ill VENDING T-2 RB-1 P-1 P-1 P-i P-1 (E) AS NOTED IN FINISH MATERIAL LEGEND.WHERE TILE TERMINATES AT _QM,RI;Q& MANUFACTURER: FORMICA CORPORATION OCATION: E PLAN 112 FORMAN (E) (E) P-5 P-5 P-5 P-5 (E) OUTSIDE CORNER,HOLD BACK 1*MIN FROM EDGE U.O.N.ATYPICAL TILE ,fir Ak SEE p STYLE: DECOMETAL COLLECTION 113 OFFICE (E) (E) P-5 P-5 P-5 P-5 (E) TRANSITIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. COLOR. 4516 STEEL TEXTILE SECTION 09 6813 TILE CARPETING LOCATION: RECEPTION 101-SEE ELEVATIONS 114 CHILD PLAY (E) (E) P-1 P-1 P-1 P-1 (E) 1. PROVIDE END PANEL(S)TO MATCH CASEWORK ON ALL OPEN CASEWORK CPT-1 CARPET TILE 115 OFFICE (E) (E) P-1 P-1 P-1 P-1 (E) ENDS.PROVIDE FINISH PANEL(S)ON ALL VISIBLE CASEWORK BACKS, 11011"EPHEN R.INLEHAM ;C' MANUFACTURER- BENTLEY STYLE: M0170 MZTO TILE 116 HALL-01 RB-1 P-1 P-1 P-1 P-1 (E) UNDERSIDES,AND ENDS. PL-3 PLASTIC LAMINATE COLOR TRIED AND TRUE 408103 -fii' 6ASH'IER-'I T-2-'), RB-1 P-1 P-1 P-1 P-1 (E) MANUFACTURER- FORMICA CORPORATION LOCATION: HALL 201,OFFICE 202 il8 OFFICE T-2 RB-1 P-1 P-1 P-1 P-1 (E) STYLE: COLOR CORE 916C-58 INSTALLATION: RUNNING BOND COLOR. FOG 119 RENTAL T-2 RB-1 P-1 P-1 P-1 P-1 (E) PORLMD OREGON FINISH: MATTE FINISH 3 WO'_f 'HXL'V2 _T_2 RBA P-1 P-1 P-1 P-1 (E) LOCATION: RECEPTION 101-WORK COUNTER WOM-1 WALK OFF MAT MATCH EXISTING IN MAIN SHOWROOM 3W3 121 HALL-03 T-2 RB-1 P-1 P-1 P-1 P-1 (E) 122 MENS P7-3 PT-3 CT_lrr_l CTAIT-1 CT_lfr_l CT-ift-I (E) 4Vd OF PL-5 PLASTIC LAMINATE 123 WOMENS PT3 PT3 CT_lfr_l CT_lfr_l CT_lfr_l CT_lrr_l (E) MANUFACTURER: FORMICA CORPORATION STYLE: 8827 124 JANITOR (E) (E) (E) (E) (E) (E) (E) COLOR: SARUM TWILL 125 CLOSET-1 (E) (E) (E) (E) (E) (E) (E) FINISH: MATTE GROUT -USE LATICRETE BRAND,MATCH HYDROMENT COLORS- 126 CLOSET-2 (E) (E) (E) (E) (E) (E) (E) LOCATION: ELEV-1 WALLS GR-1 GROUT 201 HALL CPT l RB-1 (E) (E) (E) (E) (E) MANUFACTURER. HYDROMENT PL-6 PLASTIC LAMINATE COLOR: TBD USE EPDXY GROUT 202 OFFICE CPT-1 RB-1 P-5 P-5 P-5 P-5 (E) CONSULTANT: MANUFACTURER: PIONITE LOCATION: PT-1,PT-2 203 OFFICE (E) (E) P-5 P-5 P-5 P-5 (E) STYLE: AG021SUEDE 204 GENERAL OFFICE (E) RB-1 P-5 P-5 P-5 P-5 (E) COLOR: SABLE 1205 CONFERENCE (E) (E) P-5 P-5 P-5 P-5 (E) FINISH: MATTE SECTION 09 5100 ACOUSTICAL CEILINGS 1206 DEALER OFFICE (E) (E) P-5 P-5 P-5 P-5 (E) LOCATION: MENS 122&WOMENS 123 CABINETS AC-1 ACOUSTIC CEILING TILE MANUFACTURER- ARMSTRONG 1207 TOILET (E) (E) (E) (E) (E) (E) (E) STYLE: Z-O*X Z-O'X 518",DUNE TEGULAR 1775, 1208 MEN RF-1 RFA CT_1fr_1 CT_11r_1 CT_lfT_l CT_lrr_l (E) INTERLUDE XL 9/16"DIMENSIONAL TEE GRID 209 WOMEN RF-1 RF-1 CT 1/T-1 CT_lfr_l CT_lrr_l C7-I1r-1 (E) SECTION 06 6000 SOLID SURFACING 21 - QS-1 QUARTZ SOLID SURFACE COLOR: WHITE 2jeO HALL RF-2 RBA P-5 P-5 P-5 P-5 (E) Wj MANUFACTURER: DUPONT ZOD[AQ LOCATION: GENERAL CEILING 3 211 WjQMEjN1'$,LO.QKES RF-1-_,-J (E) (E) (E) (E) (E) STYLEICOLOR: MYSTIC BLACK ACP-1 ACOUSTIC CEILING TILE 1212 SERVER (E) (E) (E) (E) (E) (E) (E) THICKNESS: 314' MANUFACTURER- ROCK FON (E) EDGE: EASED SELF EDGE STYLE: ACOUSTICAL WALL PANELS LOCATION: RECEPTION 101,CASHIER 103 TRANSACTION 4214 CLOSET-3 CPT-1 RB-1 P-5 P-5 P-5 P-5 (E) TOPS,VENDING 111 A3 P-1----P-1———- -—----- - ----v - COLOR. 705 ZINC V-1 F� LOCATION: VENDING STAIRS-2 STAIRS 2 (E) (E) (E) (E) (E) (E) (E) QS-3 QUARTZ SOLID SURFACE STAIRS-3 STAIRS 3 (E) (E) (E) (E) (E) (E) (E) MANUFACTURER. DUPONTZODIAQ STYLE/COLOR: COARSE CARRERA ELEV-1 ELEVATOR PT-1 PT-1 PLS PL-5 PL-5 PL-5 MANUF.SPEC. THICKNESS: 3/4" SECTION 09 9000 PAINT EDGE: EASED SELF EDGE P-1 PAINT ABBREVIATIONS SCHEDULE NOTES LOCATION: WOMEN'S 123,209 COUNTERTOP MEN'S 122,208 COUNTERTOP MANUFACTURER. BENJAMIN MOORE PAINTS STYLE: ULTRA SPEC 500-538,COLOR PREVIEW, ALT ALTERNATE EGG SHELL, (E) EXISTING ELEMENT SEE MANUF.FOR PREP AND PRIMER GYP. GYPSUM BOARD-PAINT PER SCHEDULE SECTION 09 3000 TILING COLOR TBD M MIXED FINISHES-SEE FINISH PLAN AND ELEVATIONS TILE LOCATION: GENERAL WALL (MANUF MANUFACTURER T-1 TILE ACCENT TILE P-2 PAINT MANUFACTURER: DALTILE MANUFACTURER. BENJAMIN MOORE PAINTS STYLE: SEMI-GLOSS STYLE: ULTRA SPEC 500-539,COLOR PREVIEW, COLOR. SUEDE GRAY 0182 SEMIGLOSS, FINISH: GLAZED SEE MANUR FOR PREP AND PRIMER : TBD LOCATION: MEN'S 122&208,WOMEN'S 123&209 COLORLOCATION: RESTROOM SIM. 4-1/4X 4-1/4' INSTALLATION: STACKED MONOLITHIC P-3 PAINT MANUFACTURER- BENJAMIN MOORE PAINTS T-2 TILE FLOOR TILE STYLE: ULTRA SPEC 500-538,COLOR PREVIEW, MANUFACTURER. FLORIM SOLUTION EGG SHELL, STYLE: CHROMETECH 1.0 SEE MANUR FOR PREP AND PRIMER COLOR COOL 3.0 COLOR: TBD FINISH: MATTE LOCATION: GENERAL WALL ACCENT LOCATION: SEE PLANS SIZE: 12'X 12' P-4 PAINT INSTALLATION: 9INg" ,QN,QjLTi jjC MANUFACTURER: BENJAMIN MOORE PAINTS ARQVIDE CRACK ISOLATION MEMBRANE STYLE: ULTRA SPEC 500-536,COLOR PREVIEW, 3 FLAT, PROJECT NUMBER: 214291 PT-1 PORCELAIN TILE FLOOR TILE SEE MANUR FOR PREP AND PRIMER MANUFACTURER- DALTILE COLOR: TBD STYLE: EXHIBITION LOCATION: CEILING AS INDICATED ON PLANS Landmark COLOR: BLACK EX05 P-5 PAINT FINISH: UNPOLISHED MANUFACTURER: BENJAMIN MOORE PAINTS LOCATION: ELEVATOR STYLE: ULTRA SPEC 500-538 Ford Lincoln SIZE- 12*X 24' COLOR PREVIEW:1-01 WHITE INSTALLATION: STACKED MONOLITHIC FINISH:EGGSHELL PT-2 PORCELAIN TILE FLOOR TILE COLOR. TSD Service Renovation MANUFACTURER: DALTILE LOCATION: BACK OF HOUSE STYLE: EXHIBITION COLOR: BLACK EX05 P-6 PAINT 12300 SW 68th A IWAREJ FINISH: TEXTURED MANUFACTURER: BENJAMIN MOORE PAINTS LOCATION: STAIR TREADS STYLE: SUPER SPEC ALYKD 0240,COLOR TIGARD., OREGON 97223 SIZE: 12"X24' PREVIEW,SATIN ENAMEL, INSTALLATION: STACKED MONOLITHIC SEE MANUR FOR PREP AND PRIMER COLOR. TBD PT-3 PORCELAIN TILE FLOOR AND BASE TILE LOCATION: DOORS&FRAMES MANUFACTURER. DALTILE STYLE: EXHIBITION COLOR: TWILL EX09 SECTION 08 8000 GLAZING LOCATION: GL-1 GLAZING SIZE: MANUFACTURER- SEE SPECIFICATIONS INSTALLATION A STYLE: 1/Lr CLEAR TEMPERED GLAZING 3 NRE� LOCATION: CONSULTATION ROOMS, CT-1 CERAMIC TILE WALL TILE AS NOTED ON PLAN MANUFACTURER- DALTILE STYLE: ELEVARE COLOR. MATTE LUNAR EL47 LOCATION: MEN'S 122&208 WOMEN'S 123&209 SIZE- 4'X 16' INSTALLATION: HORIZONTAL BRICK 1. INTERIOR FINISH AND ROOM SCHEDULE SCALE., NTS SHEET TITLE: Interior Finish Schedules CD 10 E C> DRAWN BY: DA w DATE ISSUED: 10.04.2016 ADDMI 12.05.2016 LLA E A2 ADDM 2 01.20.2017 4 A3 ADDM 3 02.23.2017 s SHEET: A810 LRS Architects,Inc.0 2016 CL M 2 (E)SLAT WALL SOFFIT TO P-1 P-1 REMAIN A R C H I T E C T S NEW COUNTER P-1 P-1 P-1 4"PLAM BACKSPLASH TO 720 NW Davis 503.221.112116 Lj 1 .1-1 11 Suite 300 503221.2077 D MATCH COUNTERTOP NEW WALL Portland OR 97209 www.irsarchitects.com L.-IL,L I_LA OCATED OPEN BEYOND TO L-L IJ I L.1 1 11 OPEN BEYOND OPEN 'PMTS DISPLAY 103" Q COILOCG GRILL TO CASHIER 117 PEN BEYOND,,-'I OPEN BEYOND ORkN BEYOND_TO, 61EKIO�D TO 0 CASHIER 17 QS-1 P T SHI 17 2 PARTS DIS LAY 103 AR Uj A C(k . ,40D Aj?o >< QS-1 QS_1 D)$P�'AX103, Z TO w I-L,J , L,...L�1, -3 w N > PL-3 -3 �COPIER, PRINTED FRINTEII PL 3 PL-2 0- REMAIN,MODIFY AS x- PL (NIC) 1 0 i (NIC) (NIC) NECESSARY FOR EPHENR.MUHAM ;:�_l '9 ! I BO PLA NEW CONSTRUCTION ILL= PL-1 RB-1 RELOCATED CONTROLS FOR 2 ------:--I t ul > COILING GRILL.COORDINATE WITH PORTLAND OREGON QS_1 OCAT G //rRI TS ,---]PL-3 - CS"EPH111 R.V! PL_, A2 ELECTRICAL 2 3U3 I f I B BASE AT CASEWORK C 10 D L OFOI LATERAL FILE RELOCATED ---/�B NEW FILLER PANEL AT WALL. OFOI TO MATCH(E)TYP. A NEW BASE TO A C A87 NEW BASE AT CASEWORK 2 LATERAL MATCH(E)TYP. COILING GRILL JOG COUNTER TOP AS TO MATCH(E)TYP. 8,-0" FILE REFINISH CASEWORK LAMINATE.REFER REQUIRED. (E)BASE.REPLACE WHERE TO PLAN FOR SCOPE OF WORK NEW BASE AT, POWER/DATA& MISSING/DAMAGED,TYP. SLANTING,SEE PLAN CASEWORKTO CHARGING STATIONS. PLA MATCH(E)TYP. COORDINATE WITH ELECTRICAL CONSULTANT: 4 INTERIOR ELEVATIONS - CASHIER-1 117 1. INTERIOR ELEVATIONS - CASHIER 103 SCALE. 114*=V-0' SCALE. 114'= V-0' SOFFIT AT DEMOLISHED WALL. P-1 PATCH REPAIR AND FINISH WALL�6 MATCH AT RELOCATED I REFINISHED DEMOLISHED WALL. CASEWORK SEE PLAN Pi 17+ I I I I OPEN BEYONaID yy PLACASHIEFZ105 PL QS_1 QS-1 PL-3 PL-3 . . I . I I . 1 , 1 . 1 , 1 . 1 , 1 , 1, PL-2 4_ _ Z / PLA 2 A n PL-1 DEMOLISHED L QS_1 PL-3 P 3 L_ PL OPENf[illOPEN/I A '\,OPEN j Lp I L�l JL�lj I I I.L. I I.J I NEW BASE TO X x X 2 A CASEWORK T03 Al MATCH EXISTIN A NEW BASE (E)TABLE B PLA A RELOCATED B REFINISH(E)CASEWORK REFER TO PLAN TYP. BEYOND,TYP. TO MATCH NEW COILING GRILL FOR SCOPE OF WORK 2 N COUNTERTOP /REMOVE(E)GATE. C NEW BASE AT CASEWORK SLANTI 7n PATCH AND REPAIR TO MATCH EXISTING,TYP. SEE PLAN FOR NOTE ON REMOVAL OF SEE PLAN , CASEWORK AS RAISED FLOOR NECESSARY. 5. INTERIOR ELEVATIONS - OFFICE 118 2. INTERIOR ELEVATIONS - RETAIL PARTS 104 PROJECT NUMBER: 214291 -"m—ark SCALE. 114'= V-0" SCALE. 114"=1'-0" Landmark Ford Lincoln Service Renovation P-1 (E)SLAT WALL (E)SLAT WALL P-1 P-1 12300 SW 68th AVE, NEW SOFFIT PAINT TIGARDOREGON 97223 A 2 OPEN-BEYOND TO OPEN BEYOND QS-1 PL-3 ----RETAIL PARTS-1-64- QS-1 TO OFFICE 118 -2 PL-1 PL-3 PL WEN A't\ At\ A t\ A OREN PL-1 J OPEN N11 OPEN PL-1 A OPEN 2 QS PL-2 OPTE x 07 >< A III A2 A SSEE PLM NEW BASE AT REFINISH (E) REFINISH(E)CASEWORK. LAFVM C '\\.—SEE PLAN FOR NOTE REFINISH(E)CASEWORK BASE )N CASEWORK TO CASEWORK TO CASEWORK.REFER REFER TO PLAN FOR SCOPE ON REMOVAL OF REFER TO PLAN FOR SCOPE MATCH EXISTING. MATCH(E)TYP. TO PLAN FOR OF WORK. RAISED FLOOR. OF WORK. SCOPE OF WORK. NEW BASE AT CASEWORK TO MATCH(E)TYP. 6. INTERIOR ELEVATIONS - RENTAL 119 3. INTERIOR ELEVATIONS - CASHIER-2105 SCALE. 114'=1-0* SCALE. 114'= V-0' cli NEW DOOR P-5 NEW RELITE,TYP. NEW DOOR SHEET TITLE: 2 Interior Elevations AV- 9 3' O � � S�\L/� �\G/J \ !2 Uj DRAWN BY: DA :3 DATE ISSUED: 10.04.2016 P A ADDM1 12.05.2016 E "o Jrnr 2 ADDM 2 01.20.2017 7. INTERIOR ELEVATIONS - GENERAL OFFICE 204 SCALE. 114'=1-0" 0 cc SHEET: A871 E C14 LRS Architects,Inc.0 2016 CL rn QD C 0 QUARTZ SURFACE ARCH I T E C T S 7-6" COUNTER TOP OVER (VERIFY) 5/8"PLYWOOD SUBSTRATE 720 NW Davis 503.221.1121 19 VERIFY CLEAR CAULK AT SEAM(TYP.) CONTINUOUS--\ Suite 300 503221.2077 D 3*GROMMET PLASTIC - FRENCH CLEAT V-0-U.O.N. Portland OR 97209 www.Irsarchitects.com LAMINATE QUARTZ SURFACE COUNTERTOP& 110 PLASTIC 2'-0*SPLASH AT ALL EXPOSED SURFACES& . ,OYD Aj?o EDGES(SEE ELEVATION)OVER 3/4' LAMINATE COUNTER VERIFY SUBSTRATE TOP OVER 5/8u PLASTIC LAMINATE AT ALL EXPOSED& PLYWOOD SUBSTRATE f EPHEN R.MUHAM ;CO� SEMI-EXPOSED SURFACES OVER 3/4" n SUBSTRATE;SELF EDGE C ----------------------------el I I' d PLASTIC LAMINATE CONCEALED STEEL ANGLE AT AT ALL EXPOSED MID-SPAN SUPPORT AS REaD PORTLAND, OREGON LOWER CABINETS SURFACES OVER CN WHITE INTERIOR w/ 3U3 VERIFY SIZE OF BEYOND 5/8"PLYWOOD ADJUSTABLE SHELVES(TYP) EXISTING LATERAL SUBSTRATE U.O.N. �OF60 FILE CABINETS 4'WIRE PULLS,BRUSHED ALUMINUM(TYP) > CONTINUOUS FRENCH CLEAT 'ICS"IMIN 11,110 BASE AS SPECIFIED(TYP) BASE BOTH SIDES (TYP)AS SPECIFIED ON (MATCH LOWER CABINET) CONSULTANT: ELEVATION U.O.N. i •/ PLASTIC LAMINATE AT ALL EXPOSED& SEMI-EXPOSED SURFACES OVER 3/4" VERIFY SUBSTRATE;SELF EDGE WHITE INTERIOR wl FIXED 10. WORK COUNTER CONCEALED SUPPORT 7. CASEWORK DETAIL: CASHIER-1 117 SHELF(TYP) SCALE." 1'= 1'-0* SCALE., 1'= 1-0" 4. TYPICAL UPPER CABINET SCALE. 1'= 1-0' = OPEN TO WALL;NO BACK ------------------ VERIFY SIZE OF MICROWAVE WITH OWNER PRIOR TO CONSTRUCTION MICROWAVE b i (NIC) ADJUSTABLE SHELF 2'-lw CLEAR SILICONE CAULK AT SEAM(TYP) 2'-1*U.O.N. QUARTZ SURFACE COUNTER TOP&SPLASH CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(rYP) i------------------ 2'-ln OVER 3/4"SUBSTRATE QUARTZ SURFACE COUNTER TOP&SPLASH -QUARTZ SURFACE COUNTER TOP&SPLASH AT ALLQUARTZ SURFACE COUNTER TOP REFER TO PLANS FOR CUT OUT AT ALL EXPOSED SURFACES&EDGES(SEE EXPOSED SURFACES&EDGES(SEE ELEVATION) &SPLASH AT ALL EXPOSED DIMENSIONS ELEVATION)OVER 3/4'SUBSTRATE OVER 3/4'SUBSTRATE. MICROWAVE 11/2" SURFACES&EDGES(SEE 1 112" 1112* (QUARTZ AT VENDING AND TOILETS) 1 1r2' (NIC) ELEVATION)OVER:U4' A*- SUBSTRATE 4 ? AN— _j DRAWER .N_ . . � I - . . t' .-19--� - . . I. ' t - 4'WIRE PULLS,BRUSHED 7 6'DRAWER ALUMINUM(TYP) 6"DRAWER IL----------------- OFOI TRASH RECEPTACLE 4-WIRE PULLS,BRUSHED Ex4'WIRE PULLS,BRUSHED ALUMINUM(TYP) PLASTIC LAMINATE AT ALL ALUMINUM(TYP) SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL 3/4"SUBSTRATE;SELF EDGE SEMI-EXPOSED SURFACES OVER PLASTIC LAMINATE AT ALL 3/4"SUBSTRATE;SELF EDGE SEMI-EXPOSED SURFACES OVER SEMI-EXPOSED SURFACES OVER CD 3/4*SUBSTRATE;SELF EDGE C3 ------------------- CD 3/4"SUBSTRATE;SELF EDGE 04 WHITE INTERIOR PULL OUT WITH PROJECT NUMBER- 214291 04 WHITE INTERIOR w/ADJUSTABLE 04 HEAVY DUTY SLIDERS ci WHITE INTERIOR w/ADJUSTABLE SHELVES(EYP) SHELVES(rYP) BASE AS SPECIFIED;REFER TO Landmark ELEVATION BASE AS SPECIFIED;REFER TO BASE AS SPECIFIED;REFER TO ELEVATION BASE AS SPECIFIED(TYP) ELEVATION -4 d Ford Lincoln ------------------- n T.O.FIN.FLR $_ .Q�flNR_ . T.O.FIN.FLR T12300 SW 68th A TIGARD, OREGON 97223 A2 11. UNDER CABINET TRASH 8. LOWER CABINET W1 DRAWER & DOOR 5. DRAWER BASE 2. MICROWAVE CABINET SECTION SCALE. 112*= 1'-0* SCALE., 1'= 1'-0" SCALE. 1'= 1'-0* SCALE.- I*= 1=0' ........... ...... QUARTZ SURFACE TRANSACTION COUNTER OVER 3/4"PLYWOOD CLEAR SILICONE CAULK AT SEAM WHERE OCCURS;EASED EDGE ADA COMPLIANT MIRROR QUARTZ SURFACE COUNTER TOP& 7-1"U.O.N. (TYP) .9" SPLASH AT ALL EXPOSED 24" PLASTIC LAMINATE SURFACE 21!-0" SURFACES&EDGES(SEE CHROME ACCESSIBLE FAUCET 3"GROMMET 2"GROMMET;LOCATIONS TBD ELEVATION)OVER 3/4- ADA COMPLIANT STAINLESS MEDIUM-DENSITY FIBERBOARD STEEL KITCHEN SINK A 11/2' MADE W/EXTERIOR GLUE. PLASTIC LAMINATE AT QUARTZ SURFACE COUNTERTOP AT ALL QUARTZ SURFACE COUNTER TOP COUNTERTOP AND ALL EXPOSED BLOCKING AS REQUIRED QUARTZ SURFACE SKIRT &SPLASH AT ALL EXPOSED 11/2" EXPOSED SURFACES&EDGES(SEE 04 SURFACES&EDGES(SEE SURFACES&EDGES(SEE ELEVATION)OVER 3/4'SUBSTRATE C) ELEVATION)OVER 3/4'PLYWOOD. ELEVATION)OVER 3/4' t MEDIUM-DENSITY FIBERBOARD SHEET TITLE: co MADE W/EXTERIOR GLUE. ILL 0) 04 Casework 2X4 LEDGER BACK& 0 4'WIRE PULLS,BRUSHED CONCEALED STEEL ANGLE AT SIDES 0 ;t 0 0 a-A ALUMINUM STEEL ANGLED SUPPORT AS ADA COMPLIANT SINK TO U- Details MID-SPAN SUPPORT AS REaD TO Z ;2! REQUIRED 9 of 0 M M a PLASTIC LAMINATE OVER 314* BE INSTALLED w/CLEAR 20 0 = 0 SUBSTRATE REMOVABLE BASE 0 CY) _j Cl) PLASTIC LAMINATE OVER 5/8' CAULK AT ALL SEAMS i 04 U. M 04 04 U_ ZM1 At'V Wr CABINET DOORS W/ FULLY BLACK HEAT E PLYWOOD SUBSTRATE. 9 CONCEALED EUROPEAN HINGE & CONTINUOUS STEEL PROOF WRAP M 04 ANGLE SUPPORT @ EXPOSED QUICK SNAP OFF CAPABILITY PIPING BASE AS SPECIFIED(TYP) HEAT PROOF WRAP @ C14 WHITE INTERIOR(TYP) LU EXPOSED PIPING DRAWN BY: DA BASE BOTH SIDES(TYP)AS SPECIFIED ON ELEVATION dN T.O.FIN.FLR DATE ISSUED: 10.04.2016 T.O.FIN.FLR 3, ADDM1 12.05.2016 A CONTINUE FLOOR FINISH UNDER CABINET AT SINK, A 2 ADDM 2 01.20.2017 SEE FLOOR PLAN 12. WfFI BAR 9. CASEWORK DETAIL: RECEPTION 6. SECTION THRU VANITY SCALE.* 1'= 1'-0' SCALE.: 1"= 1'-0' SCALE. 1'= 1!-0' 3 TYPICAL LOWER CABINET W/SINK SCALE., 1 1-0" SHEET: A872 E LRS AfdWech%Inc,0 2016 co QUARTZ SURFACE TRANSACTION A R C H I T E C T S COUNTER OVER 314*PLYWOOD WHERE OCCURS;EASED EDGE 720 NW Davis 503.221.1121 18 PLASTIC LAMINATE 1'-6w V-6" Suite 300 503 221.2077 D SURFACE OVER 5/80 2"GROMMET;LOCATIONS TBD Portland OR 97209 www.Irsarchitects.com LYWOOD SUBSTRATE PLASTIC LAMINATE AT COUNTERTOP AND ALL EXPOSED 4(�4 D Ake SURFACES&EDGES(SEEj A�� ELEVATION)OVER 314'PLYWOOD. i�� cti EPHEN IRI.MUM ► CREGON, STEEL ANGLED SUPPORT AS PORTLAND REQUIRED W PLASTIC LAMINATE OVER 5/8" OF PLYWOOD SUBSTRATE. C? BASE BOTH SIDES(TYP)AS CONSULTANT: SPECIFIED ON ELEVATION T.O.FIN.FLR it 3- 1. CASEWORK DETAIL: RECEPTION SCALE., 1 1r`y • Z-00 PLASTIC LAMINATE COUNTERTOP AN 1 AT ALL EXPOSED SURFACES& EDC ES(SEE ELEVATION)OVER 3/4' PLY NOOD. ► ► ► PLASTIC LAMINATE AT ALL SEMI-EXPOSED SURFACES PROJECT NUMBER: 214291 NOVER 3/4"SUBSTRATE;SELF EDGE(TYP). Landmark Ford Lincoln NEW BASE TO MATCH EXISTING (TYP). n .0.FIN.FLR 12300 SW 68th AVE ........ TIGARD, OREG N9 2. CASEWORK DETAIL: RECEPTION A2 SCALE., 1'= 1'-0" 1'-31/4" V-31/4" 22' PLA PL-1 -1. Ilk 1 3. co If SHEET TITLE: o Casework Details CV CV C? CD E T.O.FIN.FLR -1 F F FRONT ELEVATION • FRONT ELEVATION SIDE ELEVATION Ui NEW LOWER TWO NEW 3 DRAWER LOWER NEW CABINET ON DRAWN BY: DA DRAWER CABINET ON CABINET ON CASTERS. CASTERS. QUANTITY 6 DATE ISSUED: 10.04.2016 :3 CASTERS. QUANTITY 6 EA. EA 72 U9 QUANTITY 4 EA. ADDM 1 12.05.2016 A A2 ADDM 2 01.20.2017 SCALE.* 1'= 1�-0' r SHEET: A873 ELRS Architects,Inc.0 2016 CL rn 'D SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F - _ Documentation is based on NWCB Technical Document 401.In all buildings,other than structures classified as Spreader Bars Mechanical Services - essential facilities,suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 deemed to comply with the current building code interpretation. Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their spreading.Stabilizer bars,cross tees or other means to prevent spreading shall occur within 8" runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection.This of each wall. g g y 9 A R C H I T E C T S 9 rP P P • 12-gage wires connecting them to the ceiling system hangers or the structure above. document is designed to accomplish the intent of the International Building Cod® IBC with regard to the requirements Spreader bars are not required at perimeters where runners are attached directly a closure angles. 9 P 9 (IBC) 9 �1 Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by - for seismic design categories D,E&F for suspended ceilings related items. Unless supported b engineering,the Spreader bars are not required if a 90°intersecting cross or main is within 8"of the perimeter wall. g g p g pp y Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used approved hangers. 720 NW Davis 503.221.1121 M suspension system shall be installed per these requirements and those of the referenced documents.Manufacturers g p 1 p y tsthe ifor spreader bars. recommendations should be followed where applicable. o satisfy e requrements Sprinklers Suite 300 503 221.2077 ❑ Han er p ^c VERTICAL STRUT.SEE Portland OR 97209 www.Irsarchitects.com General Recommendations _9, (Suspension)Wires Far ceilings without rigid bracin ,sprinkler head penetrations shall have a 2"oversized ring, or adapter• References sources per hierarchy:2012 International Building Code(IBC),American Society of Civil Engineers See Detail 5/A101 gg p g p TABLE 1. (ASCE 7-10),American Society of Testing Materials{ASTM C 635,ASTM C 636,ASTM E 580!E 580M},and Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. through the ceiling tile to allow free movement of at least 1"in all horizontal directions.Flexible head design that can accommodate 1*free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association(CISCA). (Detail 51A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the Hanger wired shall be 12-gage and spaced 4 ft on center or i 0-gage spaced 5 ft on center. t �1 structure. Bracing shall be independent of the ceiling splay bracing system. Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) �D Ako • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. Tj • All main beams ar to be Heavy Duty(HD). Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES .� • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2,3, 4 and 51A101). The cross member that interiock with the main beams,also known as cross runners or cross T-bars. "EPHEN MA ;�from the seismic design requirements. Wires shall not attach to or bend around interfering material or equipment.A trapeze or equivalent device shall DIFFUSER 3These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension.Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45°O resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS45°OR • All wire ties to be three tight turns around itself within 3". 12-gage Hanger wire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station,police station,emergency operations LESS (See Detail 1/A101). Electrical Fixtures center,State Patrol office,sheriffs office,or emergency communication dispatch center. C PORTLAND,OREGON • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID —J (4) 12 GAGE SPLAYED Lateral Force Bracing Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the The main beams and cross tees of the suspension system. BRACE WIRES i�J�' �t See Detail 1/A101 structure above.This wire may be slack. HANGER WIRE 0 • Ceilings constructed of screw-or-nail-attached sum board on one level that are surrounded b and Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at L O ICE BR soft annealed wire used as primary support for the grid system. Also called suspension wires. - 9 9YP Y 9 9 9m connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing comers of the light fixture to the structure above.These wires may be slack. LATERAL FORCE BRACING 45 OR Light fixtures weighing more than 56 lbs shall be supported direct) from the structure above b approved The bracing method used er prevent ceiling uplift or restrict lateral movement during a seismic event Lateral S LESS design requirements. 9 g 9 PP Y y pp force bracing consists of vertical struts and splay wires. ~ • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. MAIN BEAM • Lateral force bracing is the use of vertical struts(compression posts)and splay wires. Pendant mounted fixtures shall be directly supported from the structure above using a 9-gage wire or an (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support The primary suspension member supported by hanger wires,also known as the main runner,carrying tee, • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. Tandem fixtures may utilize common wires. carrying runner or mains. CONSULTANT: MOLDING 1 CLOSURE ANGLE 3"MAX.NP. = Seismic splay wires are to be(4)12-gage wires attached to the main beam.Wires are arrayed 900 from Ali ht gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints 9 9 9 g pe P PPo Pe • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A 101 of an acoustical ceiling grid. as PERIMETER CLIPS support a design load of not less than 200 lbs or the actual design load,with a safety factor of 2. For ceiling areas exceeding 2,500 sq ft,a seismic separation joint or full height wall partition that breaks the Proprietary angle bracket attached directly to the wall molding/closure angle which allows 314"movement in whichever is greater{Detail 7B 1A101). ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and the event of seismic activity and interlocks properly with ends of grid system. • Power Actuated Fasteners(PAFs),when used for seismic application as part of the prescriptive path in penetrations to provide sufficient clearance. PERIMETER WIRES 5 q 5 Seismic Design Categories D,E&F,shalt have an ICC-ES approval for seismic applications and s hall The layout and location of the seismic separation joint shall be per the designer of record and noted on the Hanger wires placed within 8"of the surrounding walls. ¢O 418 brequire"speical inspection"irrespective of the type of occupancy category the structure is in.PAF plans. If a seismic separation joint is required b the designer, a designer may use the eneric joint detailed C' E9 P P J q Y 9 th 9 Y 9 J PLENUM M anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. In lieu of seismic separation joints,the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 9B/A101). SPLAY WIRES 1 LATERAL FORCE BRACING • The vertical strut may be EMT conduit,metal studs or a proprietary compression post,see Table 1 below: Wires installed at an angle rather than perpendicular to the grid. TABLE 1:Maximum Recommended Lengths for Vertical Struts Wall Moldings VERTICAL STRUTS g P P 9 SCALE: NOT TO SCALE See Details 4/A101 and 2/A101 (or alternate propri®tory option-3/A 101) The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression EMT Conduit " Metal Studs" " " posts,seismic ods,seismic struts. Common materials are electrical conduit 1/2 EMT conduit up to 5-10 Single 1 5/8 metal stud(20-gage) up to 12-0Wall moldings(perimeted closure angles)are required to have a horizontal flange 2 wide.One end of the p P (EMT),metal studs or 3/4" EMT conduit up to T-8" Back-to-back 15/80 metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 91 Single 21/2"metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 21/2"metal stud(25-gage) up to 15'-0" Where substantiating documentation has been provided to the local jurisdiction,perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls(pop rivets or approved method).Soffits extending to a point at 6'-0"MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC,SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure = HANGERS TO BUILDING _ above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-0"OC STRUCTURE.TRAPEZE AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. SECURE ALL RECESSED " SURFACE MOUNTED FIXTURES TO 8 MAX 8•MAX BUILDING STRUCTURE GRID&STRUC AS REQD.LAY IN FIXTURE WIRES MAY BE SLACK. WALL °% $"MAX r V WALL — 2"WALL MOLDING CyT� 90.00o G`�� 00 I` 4 3!4"MIN @ ;_ PROJECT NUMBER: 214291 8"MAX '04 -UNATTACHED- WALLS UNATTACHED WALLS ` 4 ZSECURE ALL HANGERS TO Landmark � ,DVLATERAL , "BRACING @ 12-0 OC EA BUILDING STRUCTURE. WAY,MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND Ford Lincoln ° SCREW BEGIN BRACING WITHIN 6'-0"OF ATTACH ONE SIDE OF GRID OTHER LARGE OBSTRUCTIONS ', ° ® PERIMETER AND 2"FROM CROSS o (SEE UNATTACHED DETAIL) d''� ° ° MEMBER WHERE REQD COUNTERSLOPE HANGERS n @ ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF MEMBERS WITH *OF SPREADER BAR SUPPORT WIRE 1@1:6 SLOPE WITH PLUMB 12300 SW 68th AVE, PROPRIETARY CLIP. ° OR OTHER SUITABLE SPREADER BAR REQD AT UNATTACHED SIDE TIGARD OREGON 97223 ` INSTALL PER MFR(MUST ° 4, SYSTEM REQUIRED TO >' BE APPROVED BY AHJ). KEEP PERIMETER 2 ° ° 2� y ` . COMPONENTS FROM 2"CLOSURE ANGLE q ` ° .o SPREADING APART Q IN ` NOTES: -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. - a -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 518"MAX HANGER WIRES SEISMIC SEPARATION JOINT PER MFR TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK io CARRYING 100 LBS OR j jj MORE o o 0 0 pp o 0 0 0 2 � oo 000a00000000� I�� Ao � 000 �00000000 � A940 ATTACHED BUILDING STRUCTURE FLANGE POP RIVET 3/4"MIN CEILING CLIP 3 A940 ��` CEILING GRID SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT SHEETTITLE: 3 TURN Suspended Ceiling A940 \. o VERTICAL HANGER WIRE `ti \t // /� & Light lnstallation > W . VERTICAL HANGER WIRE ATTACHMENT X Q Guide & Details 5/8"MAX A r z " PROVIDE SUPPORT FROM `r /\ _ STRUCTURE �, / SOFFIT LATERALLY BRACE n N / TO STRUC ABOVE 1 I I �° BUILDING STRUCTURE .L' DRAWN BY: DA A940 I l I I AEXTEND SOFFIT TO AT 940 FIXTURE _ Z *,LEAST BOTTOM PLANE OF DATE ISSUED: 10.04.2016 STEEL STRAP 1"WIDE x 2" EQUCEILING GRID 6" �, V-0" , LONG x 12 GAGE MINIMUM R10 BISE(1)12GA WIRE RD SUPPORT: ADDM 2 01.20.2017 UNATTACHED 5 A940 3TURNS 10-56 LBS,(2)12GA WIRES >56 LBS,SUPPORT DIRECTLY FROM STRUCTURE aa e oQ eee .; i voo- - - - Qaae0 A940 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT RACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT 5. LATERAL FORCE SUSPENDED TYP CEILING PLAN WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION SCALE: NOT TO SCALE CALE: NOT TO SCALE SCALE: NOT TO SCALESCALE: NOT TO SCALE SHEET: A940 E LRSArch@eds,Inc.02016 _ a Q� 2 c 0 V EXISTING 5/8"GYP. 518"GYP BOARD. �. BOARD TO REMAIN EXISTING BATT INSULATION ------- i-- 6"METAL STUDS @ 24" A R C H I T E C T S _ TO REMAIN 0'C'MAX 720 NW Davis 503.221.1121 19 EXISTING 6"METAL STUDS ./� SEALANT --^�. TO REMAIN " �- �--- EXISTING FLOOR FINISH Suite 300 503 221.2077 D \ ; 3-112 METAL STUDS @ 12 O.C. TO REMAIN-PATCH OR REPLACE r �_ � Portland OR 97209 www.Irsarchitects.com f/ Y AS REQUIRED. 5/8"GYP.BOARD CEILING EXISTING 3/4" FLOOR SHEATHING Q ' Ak L-ANGLE, NEW 2 x 12 BLOCKING "ji� G? SEE STRUCT. = ' .� DEFLECTION HEADEPHEN�►,� v"� SEE STRUNEW CT. + ' --- 3-1/2"METAL STUD KICKER "EM111 @ 24 O.C. NEW 5/8"GYP BOARD OVER NEW STRUCTURE. �. PORTLAND,c��s01� 3-112"METAL STUDS 3083 @ 24"O.C. + OP 010 SEALANT EXISTING SUSPENDED CEILING TO REMAIN-PATCH,AND EXISTING 6"METAL STUDS REPLACE AS REQUIRED. CONSULTANT: EXISTING BATT INSULATION \ EXISTING 5/8"GYP.BOARD. -t 4 f SEE RCP FOR DIM 7. GYP BOARD AT NEW BEAM 4. CEILING AT NEW STAIR 1. FLOOR AT NEW STAIR SCALE.- 3"= 1=0' SCALE. 1-112'= 1'-0' SCALE. 1-112'= I'-Ox 1-3/8" + + 13/8" + r ! EXISTING STRUCTURE h DEFLECTION HEAD EXISTING STRUCTURE T � ,. +� - 20 GA,6"METAL STUDS WITH (3)#8 SCREWS @ GLB(1)#8 - /� 1-3/8"FLANGES CONTINUOUS SCREWS @ 2X PURLINS FOR LENGTH OF WALL. 3-1/2"METAL STUD KICKER. 20 GA,6"MTL.STUDS (2)#6 SCREWS TYP.AT " E _ (3)#8 SCREWS @ GLB(1)#8 ,- - - (600S137-33)W/13/8" EACH STUD. G4 SCREWS @ 2X PURLINS L- __1 FLANGES CONT. ++ + 3-1/2"METAL STUDS AT 24"O.C. (2)#6 SCREWS TYP.AT 20 GA.31/2"MTL STUD -- EACH STUD. (3505137-33)W/13/8' FLANGE BRACE @ 8'-0" CEILING HEIGHT O.C.W1(3)#8 SCREWS i-'`�� ` 5/8"GYP.BOARD AS NOTED _ + + $ AT EA.END ATTACHMENT '�� 6"METAL STUDS MTL.STUDS(362S137-33) RECESSED LIGHT FIXTURE. „rt- •,..�— EXISTING SUSPENDED SEE ELECTRICAL FOR TYPE 11Z@ 24"O.C. ACOUSTICAL CEILING SYSTEM PROJECT NUMBER: 214291 AND LOCATIONS METAL EDGE ANGLE Landmark �______� 20 GA.TOP&BOTTOM � .c BY CEILING MANUFACTURER. METAL TRACK(362T150-33) SUPSENDED CEILING >,.,�; -- j -- BLOCKING SUPPORT --------__ �' Ford Lincoln 5/8"GYP BOARD SEALANT Service Renovation _ .n"_ri': .dw as_ _ �. •J.`_.i• - _ rrl. � � .n'•--,ri"...:.a- f_:-TX_:a -, _ ____,_____ EXISTING 5/8"GYP.BOARD 12300 SW 68th AVE, " '"-- EXISTING 6'METAL STUDS TIGARD, OREGON 97223 5 SUSPENDED CEILING VERIFY SYSTEM ' A 8. RECESSED CEILING FIXTURE WRAP AT NON-RATED CEILING. 5. CEILING AT NEW STAIR 2. NEW CEILING AT STAIR SCALE. 1-112"= V-0" SCALE. 1-112'= 1'-0" SCALE: 1-112"= 1'-0' 3 1318" EXISTING STRUCTURE �---BRACE SOFFIT LATERALLY TO STRUCTURE ABOVE AS NECESSARY EXTEND GYPSUM BOARD (3)#8 SCREWS @ GLB(1)#8 - -. 20 0S1GA, 7 MTL.STUDS O ABOVE CEILING SCREWS @ 2X PURLINS (6008137-33}W/13/8 FLANGES CONT. \\0r20 GA.3112'MTL STUD {2}#S SCREWS TYP.AT FLANGE BRACE @ 8'-0" (3508137-33)W/13/8" SHEET TITLE: EACH STUD. + O.C.W/(3)#8 SCREWS Building + + AT EA.END ATTACHMENT Section Details SU_PS_ENDED_CEILING MTL.STUDS(3625137-33) ' REF TO RCP -- \ @ 24'O.C. ,. ., , .: 20 GA.TOP&BOTTOM (E)CEILING TILE.MODIFY AS S u� METAL TRACK(362T150-33) W NEEDED.REFER TO RCP w 518"GYP BOARD i - _ u� EXTEND SOFFIT BELOW DRAWN BY: DA BOTTOM OF CEILING.REFER DATE ISSUED: 10.04.2016 TO RCP . ' CEILING HEIGHT -= AS NOTED N 2ADDM 2 01.20.201A7 5^ SUSPENDED CEILING VERIFY SYSTEM3 ADDM 3 02.23.2107 s 6. SOFFIT SECTION 3. SOFFIT DETAIL C6 SCALE: 3'=1'-0" SCALE. 1-112"= 1=0" a Z m SHEET: A960 LL C'1 LRS/rchfi"14 Inc,0,T16 E t M M rD C O HANSEN ARCHITECTURAL SERIES 20OX TOP RAIL TOP RAIL SILVER ANODIZED FINISH,TYP. r M6 HANSEN ARCHITECTURAL 3/16"DIA TYPE HANSEN ARCHITECTURAL ARCHITECT S CIRCULAR HANDRAIL 316 STAINLESS STEEL CABLE RAIL 11/2" .01 2-1/2' SEE PLAN FOR WALL TYPES CABLE RAILING-SEE#/962 AND ASSOCIATED HARDWARE,TYP. DIA CLEAR 720 NW Davis 503.221.1121 !9 ..................... HANSEN ARCHITECTURAL Suite 300 503 221.2077 D NEW TILE FLOOR FINISH- BOTTOM RAIL- 9/16" CABLE RAIL SEE PLAN FOR MORE INFORMATION ANODIZED SILVER FINISH,TYP. Portland OR 97209 www.Irsarchitects.com HANSEN ARCHITECTURAL 3'-0"ABOVE --- ----------- NEW TILE FLOOR FINISH- BOTOM RAIL EXISTING 3/4' SURFACED MOUNTED TRIM LINE POST- FINISH TREAD HANSEN ARCHITECTURAL SEE PLAN FOR PLYWOOD ANODIZED SILVER FINISH,TYP. 2 TRIMLINE POST-SURFACE MOUNTED. MORE INFORMATION 962 TO STRINGER TYP. Aj?o I x I x 1/8"L-ANGLE TO RUNG. LENGTH OF EDGE,FINISH cc (,, D-. ALUMINUM POST TO MATCH STAIR STRINGER _j STAINLESS STEEL ... ........................... PIPE HAND RAIL,TYP. uulllluiiiiullitul� HANSEN ARCHITECTURAL EMEN R.MILEHAIA 1111111 SHIM TO MATCH HEIGHT OF %r z END RETURN BEYOND BOTTOM RAIL ffeft.ATE CONNECTION, FINISH FLOOR SEE#/962 C-CHANNEL,SEE STRUCT. METAL STUD LU METAL RISER CIL PORTLAND, OREGON Ij FOR C-CHANNEL STRINGER DEFLECTION HEAD Asill w STAINLESS STEEL HANDRAIL BRACKET STEEL STRINGER -4 EXISTING w �41h_ 3083 FLOOR STRUCTURE Lu @ 48-O.C.MAX > 1/4'STEEL CLOSURE 0 3-1/2'METAL STUDS @ 16'O.C.MAX 6'20 GA CONTINUOUS METAL DEFLECTION HEAD ................... 5/8w GYP BOARD BLOCKING AT HANDRAILS ICS"EMIN R.V, (4 X 6 WOOD BLOCKING lninnnuunuiiiiniiinninnnmiiiu 3-1/2"METAL STUD KICKER ALTERNATE-END SCREW TOP OF FINISH FLOOR 3-112"METAL STUD KICKER W/(4)SIMPSON SDIO SCREWS TO MTL STUDS AT EACH END) NEW CONCRETE LANDING, CONSULTANT: SEE STRUCT.UCT. + 3-1/2"METAL STUDS + 10. BALUSTRADE AT LANDING 7. GUARDRAIL AT SECOND FLOOR 4. TYP. WALL MOUNTED HANDRAIL 1. S TA IR - B 0 TTOM RISER SCALE: 1-112'= 1'-0" SCALE. 1-112'= V-0' SCALE. 6"= 1=0* SCALE., 1-112'= V-0* 2 HANSEN ARCHITECTURAL ALUMINUM 20OX TOP RAIL, HANSEN ARCHITECTURAL HANSEN ARCHITECTURAL ANODIZED SILVER FINISH. ( 43 ALUMINUM 20OX TOP RAIL, NOTE:PAINT EXPOSED STEEL AL STAIR EDGE TRIM RAILING SYSTEM-SEE 7/A962 962 RISERS AND STRINGERS TO SCHLUTER-TREP-E) 001111, ANODIZED SILVER FINISH. MATCH TILE. TILE FINISH 10• 11'U.O.N L-ANGLE CONTINOUS FOR k ^ HANSEN ARCHITECTURAL HANSEN ARCHITECTURAL -I LENGTH OF EDGE,PAINTED TO MATCH ALUMINUM TRIM-LINE POST • ALUMINUM TRIM-LINE POST SEE FLOOR PLAN LLLLI I I I STAIR STRINGER-SEE 7/A962 FASCIA MOUNTED, FASCIA MOUNTED, STEEL C-CHANNEL ANODIZED SILVER FINISH. ANODIZED SILVER FINISH. STAINLESS STEEL STAIR STRINGER • z STAINLESS STEEL PIPE Z • STAINLESS STEEL PIPE • 0z z(D • HANDRAIL MOUNTED TO POST, TYPPIPE HANDRAIL, a a III HANDRAIL MOUNTED TO POST, CONCRETE FILLED METAL PAN a 5 S TYP. . 4. z z � S TYP. PER DESIGN/BUILD STAIR to w z C? of z COORDINATE WITH FINISH 4� zo 0 HANSEN ARCHITECTURAL V) 0 HANSEN ARCHITECTURAL .'44A0 z c)3/16"DIA TYPE 316 GYPSUM WALL FINISH, 3/16"DIA TYPE 316 q 9 Z; 0 0 A STAINLESS STEEL CABLE SEE PLAN FOR WALL TYPE (5 • STAINLESS STEEL CABLE TYP. 0 0 z 2-12 z Z z — (n Cn 0 • CONCRETE FILLED METAL PAN 0 0 1 1 i 11111u im z z HANSEN ARCHITECTURAL M11111111111111111 STAIRILANDING,WITH 0 BOTTOM RAIL, • • 3/16w MIN.BENT TILE FLOOR FINISH,TYP. ANODIZED SILVER FINISH. TILE FINISH FLOOR OVER ri CONCRETE FILLED METAL PAN STEEL PLATE,PAINTED 16 GA STEEL EDGE FORM, STAIRILANDING,WITH PROJECT NUMBER: 214291 PER STRUCT. TILE FLOOR FINISH. 70 MAX&6*MIN Landmark HANSEN ARCHITECTURAL 3/4' o 0 BOTTOM RAIL, 10 METAL BENT PLATE,PAINTED 0 L ANODIZED SILVER FINISH, Ford Lincoln TO MATCH STAIR STRINGER :0 C-CHANNEL STRINGERS PAINTED TO MATCH BENT STEEL PLATE, n C-CHANNEL STRINGERS PAINTED TYP.-SEE STRUCT. 2-12 J_ on S TO MATCH BENT STEEL PLATE, (12300 SW 68th TYP.-SEE STRUCT. ja OREGON f 2 LIGHT GAUGE METAL LIGHT GAUGE METAL TIGAARD11 )A AVE,�722 4'-0" MIN. FRAMING SPANNING -0 MIN. FRAMING SPANNING OREGON 97223 BETWEEN STRINGERS. BETWEEN STRINGERS. A2 11. TOP OF STAIR 8. STAIR CROSS SECTION 5. TYP. STAIR CROSS SECTION 2. STAIR - TYP. TREAD/RISER SCALE. 1-112* 1'-0* SCALE. 1"= 1t.0" SCALE: I*= 1'-0' SCALE. 3'= 1=0* Isun vivemoo omffffm amb� 962 11-ON 8 2 A-A A96 =L _'�_ 1 0 13/80 .0, 4'-0w MAX .3". fiffew HANSEN ARCHITECTURAL, w 20OX TOP RAIL END PLATE, 9ANODIZED SILVER FINISH. 962 HANDRAIL BEYOND HANSEN ARCHITECTURAL CABLE RAILING Z PLAN ASSOCIATED HARDWARE PLAN STAINLESS STEEL • z Z z? C� HANDRAIL BRACKET, SHEET TITLE: EDGE OF STAIR LANDING OR 1/2" PROVIDE BLOCKING z10 0 FLOOR AT TOP OF STAIR. a I .Oj AT EACH BRACKET,TYP. �31.82' Stair Details 314%HANSEN ARCHITECTURAL co 0 1 C3 Cn SQUARE SPREADER PICKET, 0 Z 0 6 07 z ANODIZED SILVER FINISH (0 STAINLESS STEEL HAND RAIL- z SEE PLANS AND SECTIONS Cn CABLE RAILING-SEE 5/962 112 - --------------- 3/; Cl) N* ---------------------- C-CHANNEL STRINGERS PAINTED FASCIA MOUNTED POST Ono 10 -SEE 5/962 I 14� TO MATCH BENT STEEL PLATE, DRAWN BY: DA ;Dr j TYP.-SEE STRUCT. 51/4" DATE ISSUED: 10.04.2016 C-CHANNEL,SEE STRUCT. '2 Ile STEEL KNIFE PLATE(2), 2 is 1 PAINTED TO MATCH STAIR A ADDM 2 01.20.2017 STRINGER,TYP. ELEVATION E C-CHANNEL STAIR STRINGER, 4'-0' MIN. SEE STRUCT. ELEVATION A-A ELEVATION B-B 12. STAIR CROSS SECTION AT SECOND FLOOR 9. FASCIA POST CONNECTION 6. TYP. STAIR RAILING ELEVATION 3. HANDRAIL AT TOP OF STAIR SCALE, I*= 1-0' SCALE. 1-112'= V-0* SCALE. 314'= It-O' SCALE., 3" 1-0' SHEET: A962 cz IV LRS Architeds,Inc.0 2016 E 1-HOUR RATED SHAFT WALL ELEVATOR SHAFT5/8"GYP.BOARD SEE PLAN BATT INSULATION 6"METAL STUDS A R C H I T E C T S ELEVATOR DOOR SEALANT 720 NW Davis 503.221.1121 M OVERHEAD ELEVATOR NEW CONCRETE SLAB,SEE 0 DOOR TACK BY SILL ASSEMBLY BY NSTRUCT. Suite 300 503 221.2077 NEW FINISH FLOOR ELEVATOR MANUFACT. MANUFACTURER ELEVATOR DOOR EXISTING CONCRETE SLAB Portland OR 97209 www.Irsarchitects.com SILL BELOW STEEL PLATE AS REQ'D,WELDED --- -- ------------ =3 METAL STUDS HEADER • 0 8"METAL GROUT AS REQ'D • ARC z 0 x 0 . -- EXISTING SAND > Uj kLIGN FLOOR FINISH- U. CIO 0 0 SEE FLOOR FINISH PLAN U. OVER VAPOR BARRIER PHEN R.WHAM ;C�� LLI 0 01) >- ALL Z T.O.FIN.FLOOR STEGO WRAP VAPOR BARRIER ca TYP AT BOTTOM OF NEW LU Uj > CONCRETE SLAB. DCREGON SST DOOR JAMB TERMINATION BAR PORTLAN 3083 A BENTONITE WATERPROOFING MAT- ELEVATOR CONDUIT CAVITY =z-------- TYP AT BOTTOM AND SIDES OF PIT. 01FOO _-L.-L.111 U , LIGN GC61HIN�R IM, 40 x 4"x 3/8"CONT.STEEL ANGLE W/314*DIA HILT KBIT WATER STOP WEDGE ANCHORS AT 3'-0'O.C. GIP CONCRETE <X ^ MAX. CAVITY FOR THYSSENKRUPP7 1/2" 5. 4-3/4" ELEVATOR CONDUIT 0- SPACE REQUIRED EMBED CONSULTANT: BY ELEVATOR MANUR 3/4"GRAVEL FILL SST DOOR HEAD 1-HR SHAFT SEE PLAN FOR WALL TYPES EXISTING GROUND ELEVATOR SHAFT 10. ELEVATOR DOOR HEAD 7. ELEVATOR DOORJAMB 4. ELEVATOR DOOR SILL G CONCRETE 1. ELEVATOR PIT TYP. SCALE., 3'= 1-0' SCALE. 3'=1'-0" SCALE.• 3'= 1'-0' SCALE. 112"= 1=0' ELEVATOR 51F GYP.BOARD ACOUSTICAL NOTE: BATT INSULATION BATT INSULATION SILL ASSEMBLY BY COORDINATE LOCATION 6'METAL STUDS 6'METAL STUDS ELEVATOR MANUFACT. OF PIT LADDER WITH SEALANT PER WALL TYPE WALL BASE ALIGN GROUT AS REQUIRED i ELEVATOR MANUFACT. NEW CONCRETE SLAB GYPSUM BOARD,TYP. EXISTING STRUCTURE T.O. FIN. FLOOR ED b ) NEW FINISH FLOOR 7 WOOD BEAM - ------- A963 EXISTING CONCRETE SLAB PER STRUCTURAL :� ' z -------- ------- SLOTTED DEFLECTION HEAD EXISTING FLOOR STRUCTURE (2)1/2'DIA1HILT KBI W.A. P .. METAL STUD TRACK 0 AT 6'O.C.TYP. b STEEL PLATE AS W REQ D,WELDED SECTION CONC, LL EXISTING SAND WALL(METAL STUD �2 MINERAL WOOL BATT OVER VAPOR BARRIER INSULATION PCF DENSITY, 4'x 4'x 3/8'CONT.STEEL ANGLE A-A SHAFT WALL @ SIM) Ir 1/2'MIN,1-MAX DEFLECTION 0 ,t TYP. W/3/4 DIA HILT KBII WEDGE SQ SUMP STEGO WRAP VAPOR BARRIER ANCHORS AT T-Ow O.C.MAX 2*TYP. 2 TYP AT BOTTOM OF NEW STEEL GRAT[ CONCRETE SLAB. < Uj SUMP TERMINATION BAR SMOKE AND ACOUSTICAL < WOOD BLOCKING 'IMI V 7 CLEAR ( \1 it SEALANT LAP GYPSUM BOARD 1 MIN,TYP. HOISTWAY DIM. ' BENTONITE WATERPROOFING MAT- PROJECT NUMBER: 214291 < SEE PLAN .BEAM TYP AT B0170M AND SIDES OF PIT. (0 Ci Landmark PER STRUCTURAL 0 WATER STOP METAL WALL MOLDING LU •• Ford Lincoln PER CEILING SYRSTEM • 6'x4"x 1/4wx9'WP. • CIP CONCRETE MINERAL WOOL BATT i .r ( ,, s PLAN INSULATION PCF DENSITY, Typ TYP. 314*STEEL LADDER 3/4' n GRAVEL FILL V114' RUNG WELDED 12300 SW 68th AVE, PER 114H 4 EXISTING GROUND RCP T1 RQ, OREGON 97223 VERTICAL FLAT BAR 3/8"1-1/2"STEEL BAR WELDED 21-11 A2 11. ELEVATOR SHAFT AT SECOND FLOOR 8. ELEVATOR SILL AT SECOND FLOOR 5. ELEVATOR PIT LADDER 0 CONCRETE 2. ELEVATOR PIT 0 SUMP lie- SCALE: I w= 1'-0' SCALE. 3"= 1'-0' SCALE. 112*= 1'-0' SCALE: 112*= 1`-O" PLYWOOD SHEATHINGNON RATED FULLY ADHERED BUR t WALL SEE PLAN PER STRUCTURAL MEMBRANE OVERMETAL STUD TRACK FASTENED COVER BOARD NON RATED WALL TOP OF co`ti n TO FLOOR WITH T.O. 2 X4 PT WOOD BLOCKING SEE PLAN COLUMN WHERE IT OCCURS, LADDERHILTI*POWDER DRIVEN ANCHOR C" ---------- SEE STRUCTURAL. DN19P824wO.C. ELEV ROOF --------------- 1/2'PLYWOOD SHEATHING FIRE TREADED 2 x 12 BATT INSULATION WOOD BLOCKING AT SOUND FLOOR METAL STUD FRAMING,TYP. -- 11 METAL JOIST BUR BASE FLASHING STEEL ACCESS PIT LADDER ROOF FRAMING PER STRUCTURAL z SHEET TITLE: ;0 Elevator Details C4 DEMO PORTION OF EXISTING ROOF AS REQUIRED FOR i EXISTING BUILT-UP ROOFING 0 rl) NEW ELEVATOR SHAFT 6" CLEAR FIRST WOOD BEAM i * FLOORHOISTWAY DIM. PER STRUCTURAL < 4x 6 x 1/4x 4LONG STEEL EXISTING • " " ' " SEE PLAN SMOKE AND ACOUSTICAL ------- ROOF STRUCTURE • ANGLE,WELDED SEALANT LAP GYPSUM BOARD 1-MIN,TYP. CL MINERAL WOOL 7-< BATT INSULATION 112"DIA HILT1 SKII W.A. 41-1 '41 DRAWN BY: DA w C EXISTING BATT INSULATION CONC.SLAB CONCRETE SLAB 8 - 1 15:50 r\�o 1/2'MIN,1"MAX DEFLECTION J.PIT-SEE 7/A963 DATE ISSUED: 10.04.2016 NON RATED WALL OR INFORMATION 72 GYPSUM BOARD TYP. SEE PLAN PER WALL TYPE METAL CORNER BEAD (NIOSH)FLOORHEAD METAL STUD TRACK A2 ADDM 2 01.20.2017 6'METAL STUD FRAMING, SLOTTED DEFLECTION ACOUSTICAL N BATT INSULATION :E 12. ELEVATOR SHAFT AT ROOF 9. SHAFT WALL CORNER PLAN 6. ELEVATOR PIT LADDER - ELEVATION 3. TYP. ELEVATOR PIT AT GROUND FLOOR SCALE: 1 0 SCALE. 3'= 1'-0 I'-Ow * SCALE. 112'= 1-O* SCALE. 30= 1=0" SHEET: A963 LRS kWW.%Irm 0 2016 CL Q C 0 Y � EXISTING WOOD STUD WALL A R C H I T E C T S 5/8"GYP.BOARD —'' BATT INSULATION 720 NW Davis 503.221.1121 19 6"METAL STUDS Suite 300 503 221.2077 D NEW FINISH FLOOR EXISTING CONCRETE SLAB, Portland OR 97209 www.Irsarchitects.com SEE STRUCT. SEALANT ----------------- STEGO WRAP V,D , � . ..: ,�+ VAPOR BARRIER- ; � TYP AT BOTTOM OF a ` NEW CONCRETE SLAB. , o "cillHAM'� 4 c W TERMINATION BAR o EXISTING SAND ' t PORTLAND,GREGON t! OVER VAPOR BARRIER [�, - " _ • . • _ - "!' 3083 `. .y CIP CONCRETE �. .n�, h... .. ...... .. ....'t......... VF� { s7: WATER STOP BENTONITE WATERPROOFING MAT- `' ( TYP AT BOTTOM AND SIDES OF PIT. CONSULTANT: 3/4"GRAVEL FILL EXISTING GROUND 1. ELEVATOR PIT AT EXISTING WALL. SCALE. 112'= 1-0" t PROJECT NUMBER: 214291 Landmark Ford Lincoln S "on 12300 SW 68th AVE, TIGARD, DREGDN 97223 A SHEET TITLE: Elevator Details C Q a m E i3 0 0 m t S �fi Tffiiii �� m . W DRAWN BY: DA c - DATE ISSUED: 10.04.2016 E I L 1 E ADDM 2 0120.2017 c W J Y O c A �i 3 a m s 964 SHEET: E LRS AfdWed,%Inc.02016 CL n m m c 0 v t -- T.O.2ND FLR ' FIELD VERIFY A R C H I T E C T S VERIFY AT EACH WALL TYPE - �--- EXISTING JOISTS-VERIFY 720 NW Davis 503.221.1121 `9 V INSULATION WHERE OCCURS EXISTING WIDE FLANGE Suite 304 503 221.2077 D BEAM-VERIFY v _ METAL STUDS(SIZE AND Portland OR 97209 www.lrsarchitects.com / `:_ ► GAUGE TO MATCH WALL TYPE) " - / WOOD DOOR TYP. _ - t OD Ake �,..�• �� '' DOOR ANCHOR; NEW STRUCTURAL HEADER PER MANUFACTURER 1 +� KICK PLATE PER SCHEDULE TYP. l l _ PER STRUCTURAL •_ COMPRESSED "IMIN MUMIA ;C_ (^ SEALANT,BOTH SIDES, HM DOOR FRAME. - SALVAGED OH COILING PAINT po�{TLp�ypt G(�EQ DOOR SHOE PER SCHEDULE GRILL.GC TO FIELD VERIFY DIMENSIONS "' ( � .r��/�$3 DOOR;SEE DOOR SCHEDULE FOR MODIFY EXISTING CEILING AS —` NECESSARY. 2' �+ VARIES ". 2" SIZE&TYPE '�-- `- CONSULTANT: FINISH FLR (E)CEIL.HT. FIELD VERIFY V 7. DOOR SILL DETAIL 4. OVERHEAD COILING GRILL HEAD - INTERIOR 1. TYPICAL HOLLOW METAL DOOR HEAD - INTERIOR SCALE. X"= 1'-0" SCALE. 3"=1=0' SCALE: 3'=V-0' 5/8"GYP.BOARD ON MTL STUDS;SEE PLAN FOR WALL TYPE METAL STUD FRAMING COMPRESSED SEALANT, '- COLUMN PER STRUCTURAL BOTH SIDES,TYP - �.�--- INSULATION WHERE - ( BLOCKING AS REQUIRED ��/ OCCURS { ----f'r-, _ w ''��__" = .'• ...s "'; __ !�" DOOR;SEE DOOR CLN i SCHEDULE FOR SIZE& I TYPE r- FURRED WALL-SEE PLAN Q - "• _ DOOR ANCHOR; ui PER MANUFACTURER - �r GUIDE&SUPPORT PER MFR- a VERIFY. �-�-— DOUBLE MTL STUD rl a _ _ (SIZE AND GAUGE TO >- MATCH WALL TYPE) PROJECT NUMBER: 214291 METAL CORNER BEAD _ PAINTED GYPSUM BOARD > r. ; _ ..t Landmark __-- - LINE OF DOOR BLADE Ford Lincoln 2" ' 5/8' A on 12300 SW 68th AVE, TIGARD, OREGON 97223 A 5. OVERHEAD COILING GRILL JAMB - INTERIOR 2. TYPICAL HOLLOW METAL DOORJAMB - INTERIOR SCALE. 3'=1'-0" SCALE: 3"=V-0" LINE OF DOOR FRAME CL BEYOND DOOR DOOR JAMB BEYOND SCHEDULED DOOR .--OH COILING DOOR BLADE - V/1 SCHEDULED FLOOR FINISH.REFER TO FINISH SHEET TITLE: r- FLOOR FINISH PER FINISH EQ PLANS.AT CARPET- a FLOOR PLAN FLOAT AS REQUIRED TO Door Details N ATTAIN A SMOOTH o TRANSITION EXIST CONC SLAB S 4 SCHEDULED FLOOR FINISH a SEE FLOOR FINISH PLAN.cn - IN CASE OF EXISTING, - =iii- oil a PROTECT DURING `m Q c z - CONSTRUCTION DRAWN BY: DA DATE ISSUED: 10.04.2016 E SCHEDULED FLOOR FINISH TRANSITION ADDM 2 01.20.2017 E STRIP WHERE OCCURS f 1 a c m J N Q 7 6. OVERHEAD COILING GRILL SILL - INTERIOR 3. TYPICAL DOOR SILL m 3 SCALE. 3"=V-0" SCALE: 3"=1'-0' a ca SHEET: A970 LRS Architects,Inc.®2016 E m m c 0 'o EXIST.WOOD STUD WALL. THIS WALL IS CURRENTLY A BEARING WALL FOR THE SECOND FLOOR FRAMING. L f SECOND FLOOR JOIST WILL BE SUPPORTED ON THE ADJACENT THIS WALL ELEVATOR WALL.THE EXISTING NEW METAL STUD WALL ARCHITECTS SEE FOUNDATION PLAN AND ARGH' 720 NW Davis 503.221.1121 FOOTING UNDER THIS WALL WILL L.. BE REMOVED.IT WILL BE NECESSARY WILL BECOME A BEARING=WALL TO SHORE THE EXISTING Suite 300 503.221.2077 2 SECOND FLOOR FRAMING UNTIL 600T 125-43 TRACK WITH THE ELEVATOR PIT AND 0.145 0 x 3/4" POWDER Portland, OR 97209 www.Irsarchitects.com ELEVATOR WALLS HAVE BEEN ACTUATED FASTENERS CONSTRUCTED i 6 8"o/c REMOVE EXIST.FLOOR NEW FLOOR SLAB x SLAB AND FOOTINGt a u c T URSEE NOTES ON SHEET 54 CS EXXIISTT.FLOOR i ! REGARDING=SHOR IN p PRSB -5zr- I I / pF IIIII,L11110".IIIIIII.., 1111.11 Ills 1,11111 0 . PROVIDE WATERPROOFING UNDER SLAB AND BEHINDIIIII 4. ]p "916 A NEW ELEVATOR WALL AND II L. �((iAM G e�PQ SLAB-SEE ARCH' I- � 2"GLR. IIIII `�— A I EXPIRES: 12/31 /2017 2 � V 0 EQ. EQ. 4 NEW 6'GONG.WALL w CONSULTANT: WITH w4 a 12"o/c _ HORIZ AND VERT. 1= Illll- 04 EACH "o/c ELE1 E1 ■VELE■ �VERT.REINF. EACH WAY 04 x I-0 DOWEL I I/2"GLR. BKE INC. 11111 -1 IIIIIII STRUCTURAL ENGINEERS 2700 SE HARRISON ST.STE B 11111= MILWAUKIE OR,97222 i—T � I I 503-607-0481,FAX 503-607-0486 FIR 3"GLR. III;IIIIb;IIIII I 04 AROUND PERIMETER I � I I CJ' I 3/4"=1'-0" EXISTING V CMU WALL EXIST 1'-0"SQ x 14"FTG I I I 1 I I F- - r-J L �r NEW METAL STUD WALL --I-- ;r-------------- -1 ; I SEE FOUNDATION PLAN — -- 1 I I I - - — - - — - - — - AND ARCH'L. I 3 33 I I NO WALL AT DOOR L ; I L_ i J 1 \ 4 NEW FLOOR SLAB i 600T 125-43 TRACK WITH N LI F- I L I 0.145 0 x 3/4" POWDER ACTUATED FASTENERS l8"o/c iiiiiii/ /^ - SLABT FLOOR i REMOVE EXIST.FLOOR K SLAB 8 8 K 021 ........ -- NEW METAL STUD WALL EXISTING WOOD _ I —� STUD WALL 6005 131-43'd 16"o/c PROJECT NUMBER: 214291 IIIII;,,IIIIII,,;II�III,,,;, II„IIIIb,�„I --� o � -� IIIIIII i 2 PROVIUNDER LAB AN 5EHINNG I-j SI -----� Landmark UNDER SLAB AND BEHIND IIIII NEW ELEVATOR WALLAND — F--- +_-1 2”GLR. I I SLAB-SEE ARGH'L. I NEW ELEVATOR J I I PIT-SEEARGN'L Ford Lincoln l '_-i 6 ; Service Renovation EQ EQ Q L------J 5 NEW 6"GONG.WALL C m i WITH«4*12"o/c �. 12300 SW 68TH AVE HORIZ AND VERT. 11111= -i TIGARD, OREGON 97223 11 ', EXISTING IIII G 04 0 18"all SLAB EDGE ----------------------------------------- --- w4x I-0 DOWEL EACH WAY �----- -------- _ _ - - 9 VERT.REINF. I I/2"CLR. STING SIDEWALK WATERPROOFING 11111 �� I I i--- -SEE ARCH'L. Illll �_ j AND I/S4 -.. L L_ — 1 I =1111= III= 3"GLR. III IIIA VIII -IIIII—IIIII IIIII w4 AROUND PERIMETER GJ' 3/4"=I'-0" 9 EXIST.WOOD STUD FOUNDATION NOTES WALL �I INDICATES EXISTING OPENING TO BE INFILLEp-SEE ARGH'L SHEET TITLE: NEW TUBE COLUMN ❑2 EXISTING 4"CONCRETE SLAB ON GRADE WITH 04'a 48"o/c EACH WAY ❑3 EXISTING HSS 4 x 4 x 5/16 COLUMN IN CMU WALL FO UNDA TION AT TUBE 2-1/2" x 9?'o/c SIMPSON TITEN HD'1® PLAN / GENERAL TO PLATE/ 3/16" V ® EXISTING HSS 8 x 8 x I/4 COLUMN ON 8'-0 SQ x 16"DEEP FOOTING lE3/Sx5x0'-10" ❑5 EXISTING HSS 8 x 8 x 1/4 COLUMN ON 8'-6"SQ x 18"DEEP FOOTING NOTES EXIST.FLOOR © EXISTING HSS 4 x 4 x 5/16 COLUMN ON 6-0"SQ x 12"DEEP FOOTING SLAB 0 EXISTING IS"0 CONCRETE COLUMN ON 5'4b"SQ x 12"DEEP FOOTING ® NEW HSS 4 x 4 x 3/16 TUBE COLUMN IN WALL TO SUPPORT NEW STAIRS DRAWN BY: CN pp p p -111'1-IIII-IIIII NORTH TO SECOND FLOOR-SEE 3/SI AND SHEET 92 1004 2016 III=IIIII=IIIII= 111=IIII=IIIII= DATE ISSUED: .I FOUNDATION PLAN 1111,20TI IIIIIII IIIII I/au=,i_IDn EXIST.FOOTING UNLESS NOTED OTHERWISE ALL CONDITIONS SHOWN ARE EXISTING. FIELD VERIFY EXISTING 3 CONDITIONS SHOWN ON PLANS AND DETAILS. SI NOTIFY ARCHITECT IF ACTUAL CONDITION 3/4"=I'-0" VARY FROM WHAT IS SHOWN DO NOT SCALE FROM DRAWINGS— SHEET: S1 VERIFY ALL DIMENSIONS Ll ARCH. Lf ARCHITECTS 720 NW Davis 503.221.1121 ( Suite 300 503.221.2077 2 Portland, OR 97209 www.irsarchitects.com j aOCTURq PROR 5� E l �b �f 30, 1441AM G.0 I EXPIRES: 12/31 /2017 I CONSULTANT: BKE INC. STRUCTURAL ENGINEERS 2700 SE HARRISON ST.STE B i MILWAUKIE OR,97222 i 503-607-0481, FAX 503-607-0486 EXISTING 8"CMU WALL i 5 CONTINUOUS UP TO ( r ROOF E)W21x44 tE)W24x55 4 CONNECT WALL BRACING 4 S4 3 BEAMS TO EXIST.MASONRY =_ 9 94 WALL-SEE 5 II S4 REMOVE EXISTING FRAMING 8 FOR OPENINGS FOR NEW STAIR \8 `_ -SEE ARCHL.ANDD 8 REM01r E EXIOS NG JOIST TL. PROJECT NUMBER: 214291 NOTE NEWEL VA-0R NEW 51/8 x 101/2 GLB(C=0) 1 3 THE NEW ELEVATOR IS USED TO SUPPORT BEAM AT SECOND FLOOR S4 THE EXISTING SECOND FLOOR FRAMING. AND AT STOREFRONT HEAD 3 THE EXISTING FRAMING WILL REQUIRE Landmark BELOW-SEE 6/S4 4 F— TEMPORARY SHORING UNTILL THE ELEVATOR �. (E)W24xIII (E)W14,c1i6 F6 PIT AND WALLS HAVE BEEN CONSTRUCTED Service LincolnCONNE } NG BEAMT TWA T.TUBE OL Service Renovation BEAM TO EXIST.TUBE COLUMN fl 9 -SEE C vs4 sa 2 I12300 SW 68TH AVE `SJ , AIRS aT S' EXIST.METAL STUD WALL TIGARD, OREGON 97223 THIS WALL SETS OVER ,— STORE FRONT BELOW /{J - - - - - - -- - -- - -- - -- - -- _ _ _ _ _ _ _E)11124 x 84 I I (E)W:4,< &4 EXISTING STOREFRONT f ( BELOW I II I � � FRAMING NOTES M1 EXISTING 3/4"T E G PLYWD 9 0 EXISTING 24"TJL 9 16"o/c 0 EXISTING 24"TJW 916"o/c SHEET TITLE: ® EXISTING 2 x 12 1016"o/c 0 EXISTING 26"TJW m 16"o/c MEZZANINE © EXISTING DOUBLE TJL FRAMING PLAN ❑I STEEL STAIRS AND RAILING ARE BIDDER DESIGN, STEE TUBES ARE PROVIDED IN WALL AT GRI F.4 TO SUPPORT STRINGERS.EXISTING STEEL BEAM AT GRID Fb GAN BE USED TO SUPPORT STAIRS. SEE ARCHIL.DRAWINGS FOR STAIR RISE AND RUN, STRINGER SIZES,ETC_PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR STEEL STAIRS AND RAILING DRAWN BY: CN NORTH STAMPED BY ENGINEER REGISTERED IN OREGON. DATE ISSUED: 10.04.2016 SECOND FLOOR FRAMING / MISG aL N ® STAIR STRINGER F9 SHADING INDICA TES AREA OF LANDING 0" WITH 4"CONCRETE OVER TOP OF METAL DECK -SEE ARCRL. UNLESS NOTED OTHERWISE ALL CONDITIONS ® PROVIDE NEW 4 x 12 AT EDGE OF OPEING SHOWN ARE EXISTING. FIELD VERIFY EXISTING CONDITIONS SHOWN ON PLANS AND DETAILS. IHEADER(2-(PIDO 5131-43 STUDS)WITH DBL.STUD NOTIFY ARCHITECT IF ACTUAL CONDITION AT JAMB VARY FROM WHAT IS SHOWN (DO NOT SCALE FROM DRAIUINCzS - SHEET: S2 VERIFY ALL DIMENSIONS UJ/ • u S4 Lf r- ---- - -- -- '--- 6IDIDS13l-43JOIST5916"o/c ARCHITECTS 12 i 720 NW Davis 503.221.1121 ( 54 Suite 300 503.221.2077 2 — Portland, OR 97209 www.lrsarchitects.com I - 5/8"PLYWD.(INDEX 32/1(o)WITH •IID x 11/2"SCREWS a 6"o/c EDGES IL u c T u #10 x 11/2"SCREWS 912"o/c 9 FIELD st PRO Fq< 1 II 54 v �b �f 30, '4414-M S3114'= 1'-0" EXPIRES:12/3112017 I CONSULTANT: BKE INC. STRUCTURAL ENGINEERS 2700 SE HARRISON ST.STE B MILWAUKIE OR,97222 503-607-0481,FAX 503-607-0486 I I I II EX15TING 8"CMU WALL- I ( -)W18x40 I (E)W24x 6 I �� II �� 54 64 � I � � I NEW ELEVATOR OPENING-SEE ARGH'L. PROJECT NUMBER: 214291 REMOVE EXISTING FRAMING AND PLYWD. NOTE : SEE= FOR ROOF FRAMING AT PENTHOUSE - THE NEW ELEVATOR IS USED TO SUPPORT 1 ��u 64 THE EXISTING ROOF FRAMING. THE EXISTING FRAMING WILL REQUIRE Landmark _ - - PITPORARY SHORING UNTILL THE ANDWALLS HAVE BEEN CONSTRUCTED ELEVATOR (E)W21x68 P t; (E)W21x93 �6 Ford Lincoln I� Service Renovation 12300 SW 68TH AVE TIGARD, OREGON 97223 �I 11 (E)W18x46 I I I)UJ 55 1 A I FRAMING NOTES 9 F11 EXISTING 3/4"T f G PLYWD SHEET TITLE: I 02 EXISTING 16"TJI/350X 9 48"o/c OR 16"TJL 48"o/c(FIELD VERIFY) 1 ❑3 EX15TING 16"TJI/550E 9 48"o/c ROOF ® EXISTING WI6 x 31 BEAMS 910-0"t o/c FRAMING PLAN ❑5 EXISTING 48"TJM 916'•o/c © EX15TING DOUBLE TJI ❑'1 HEADER(2-600 S 13-1-43 STUDS)WITH DBL.STUD AT JAMB DRAWN BY: CN NORTH DATE ISSUED: 10.04.2016 ROOF FRAMING PLAN UNLESS NOTED OTHERWISE ALL CONDITIONS SHOWN ARE EXISTING. FIELD VERIFY EXISTING CONDITIONS SHOWN ON PLANS AND DETAILS. NOTIFY ARCHITECT IF ACTUAL CONDITION VARY FROM WHAT IS SHOWN ID0 NOT SCALE FROM DRAWINGS- I SHEET: S3 VERIFI'ALL DIMENSIONS L SEE ARCH'LSIMPSON LSTA 9 WITH 03 x 11/2" NEW METAL STUD SIMPSON SO SCREWS AT EACHWALL TO MATCH METAL JOIST CENTERED ON END OF JOIST - - STUD WALL BELOW. ALIGN STUDS IN WALL ABOVE , WITH STUDS IN WALL BELOW EXIST.PLYWD. 5-10d EXIST.PLYWD. REMOVE EXISTING 600T 125-43 TRACK WITH ' ' FRAMING I I 010 x 11/2"SCREWS 6 V o/c � ; TO END OF E EACH JOIST-FASTEN -- ARCHITECTS INTO RIM AND BLKG. if 1>< - -- ' ' WITH 3-10d PROVIDE 2 x 12 BLOCKS 720 NW Davis 503.221.1121 ( NEW 2 x 12 RIM - i i BETWEEN JOISTS + EXIST.PLYWD. I I Suite 300 503.221.2077 2 ~� LANDING-CONC.SLA$ }; ; TRACK ON METAL DECK Portland, OR 97209 www.lrsarchi#ects.cOm ----- -------T ------- # ' I . - ------ - 1 \------ I — NEW 2 x 12 BLKG. [ — ____-__-_= EXIST.PLYWD. NEW 2 x 4 x 2`-0" WI 4-10d INTO BOTTOM STAIR STRINGER- SIMPSON A 34 AT EXIST. REMOVE EXIST. ` CHORD AND EXIST.2 x 12 JOIST WITH (12"CHANNEL) JOIST TO PLATE - a CHORDSIMPSONDA34 AT HANGER AT BEAM WITH 8 x 1112"SCREWS FRAMING acro BEAM , ^----------- EXIST.JOIST �,�D PR OF +' '+'+--+ NEW 2 x 6 BRACE AT EACH JOIST ' CONNECT STRINGER TO i �' 2 x 6 WOOD PLATE WITH EXIST.JOIST __� I I #10 x 2 SCREWS a6 6 o/c 2 x 6 WOOD PLATE EXIST.JOIST STEEL BEAM BY STEEL , , INTO TRACK NEW SIMPSON A 35 STAIR FABRICATOR EXIST.JOIST i I EXIST.STEEL BEAM i i 6007 125-43 TRACK EXIST.STEEL BEAM WITH WOOD PLATE I I ON TOP NEW 2 x 6 ON EACH SIDE OF WEB i .w TRACK 4. v 30, TIGHT TO BOTTOM FLANGE ' ' NEW METAL STUD WALL 14 WITH 1/2"4)THROUGH BOLT c i FOR ELEVATOR-SEE SAM G 6 4-0"o% ' ' FOUNDATION PLAN.SET NEW METAL STUDS GYP.--SEE ARCH'L i i STUD UNDER JOIST- SET UNDER JOIST EXPIRES:12 J 31 12017 �— SEE 4/54 1 i _t1 ii — Y ' CONSULTANT: 54 3/4"=I'-0 S4 3/4"=1'-0" 314'=1-0" 54 3/4"=I-ID" rL ANGLE 16 GA.x 2" x 0'-3" 6 16"o/c AT EACH STUD WITH -010 x 2"SCREW AT EACH GLU-LAM BEAM L 4 x 4 x 3I8 LEG ANDINTOMETAL STUD EXIST. METAL STUD -- -- USED AS WALL KE INC. - - BRACING EXIST.MASONRY WALL SPACER PLATE LANDING-CONC.SLA$ STRUCTURAL 5 US x 101/2(C=0) ON METAL DECK ENGINEERS 1 4 GLU-LAM /, 1/2'MAX 2700 SE MILWAUK E OR,97222 STE B 2-314',0 x 10"SIMPSON I 503-607-0481,FAX 503-607-0486 TITEN HD ANCHORS 6 6"o/c 1/42-3/4"10 BOLTS IV 6"o/c _= INTO EXIST.MASONRY WALL - I I SECOND FLOORI W/WASHER AT FACE OF , NEW L5x5x3/8x0'-9" BEAM - ------- ------ " GLU-LAM BEAM �STRINGER-l IZ CHANNEL) _ - A - NEW METAL STUD WALL USED AS WALL BRACING CONNECT STRINGER TO 010 x 1112"SCREW 6"o/c i - �-FOR ELEVATION-SEE EXIST.METAL STUD i STEEL TUBE BY STEEL AT TRACK TO TRACK ' ' WALL \\\ ' ' FON.PLAN AND ARGH'L \ � � EXIST.METAL STUD STAIR FABRICATOR THROUGH PLYWD. I r EXIST_STEEL TUBE i COLUMN WALL ,-6" 1E3/Sx4x0 ' EXIST.PLYWD. i i ' ' - t 1 — � 4�~ I � � � --�/'-- �TUUBE COLUMN SET INTO I I EXIST.WOOD STUD WALL I I - SEE FOUN ATION PLAN t I AND 10/54 FOR _------_- ' I CONNECTIONAT TOP OF I I ,11, WALL I I �i: i i � PLAN � g I I 4i I I ,,,r1 I LJ I I EXIST.JOIST 3I4"=1'-ID" C 314'=f-0" GJ'� 3/411 1'-0" PROJECT NUMBER: 214291 e i REMOVE EXIST.FRAMING ' I ANGLE-SEE ABOVE Landmark � + 6IDIDT 125-43 TRACK Ford Lincoln ABOVE AND BELOW PLYWD. i i 51/8 x 101/2(C=0) GLU-LAM PLYWD. 010x11/766"o/c Service Renovation PLYWD. 010 x 1112"0 6"o/c I I ___------- RIM 600T 125-43 FASTEN +r- 6"(MIN) TO TRACK WITH 010 0 8"o/c I NEW METAL STUD WALL 12300 SW 68TH AVE ----- ' ' ' 6005131-43'x16"o/c ' ' HEAD AT STOREFRONT JOIST , �� TIGARD, OREGON 97223 NEW METAL STUD WALL i SET STUDS IN LINE WITH EXIST.STOREFRONT `- � ' ' 60ID9 13"f-43 0 16"o!c � STUDS IN WALL BELOW i ~� SET STUDS IN LINE WITH E ; USE 600T 125-43 TRACK Q 010 x 11/2"a}6"olc STUDS IN WALL BELOW I t AT TOP AND BOTTOM -h - t ' USE 6007 125-43 TRACK JOIST *10 x 1 V2" 6"olc INTO INTO PLATE BELOW I I THROUGH PLYWD. ' I AT TOP AND BOTTOM ' TRACK BELOW THROUGH EXIST.PLYWD. 'IL EXIST.PLYWD. ; PLYWD. AND JOIST REMOVE EXISTING S 3/4°=I'-0" •, -_-_--------- I ' i EXIST.PLYWD. FRAMING -----------� _ I 2x6PLATE ONTOP ----------_OF WALL WITH 010 x 2" SCREWS 6V0/c S I I I INTO TRACK 6007 125-43 i `EXIST.JOIST ----- - - 600T 125 43 -- I I I I ------------ EXIST.JOIST �- REMOVE EXIST.FRAMING 1 \11NEW I METAL STUD WALL r� I TOP FLANGE HANGER -SEE ARC14L 1E 3/6 x 5 x 0-10"AT TOP NEW METAL STUD WALL ----''"J ' ' R=6500 OF TUBE WITH 2-316',0 x 3" -SEE ARCH'L LAG BOLTS g 1'o/c INTO PROVIDE ADDITIONAL ' ' 3/16 V TDP PLATE STUD IN WALL IN LINE r--+ �- GYP,-SEE ARCH'L I ' SHEET TITLE: WITH EXIST.JOIST _ GYP.-SEE ARCH'L �--TUBE COLUMN SET INTO EXISTING WOOD STUD WALL DETAILS --4_ 0 11 12 3I4"=1'-0 54 3/4"=1'-0" C5,,�, 3I4"=1=0" DRAWN BY: CN DATE ISSUED: 10.04.2016 SHEET: S4 GENERAL NOTES SPECIAL INSPECTION WOOD FRAMING TABLE 1 ARCHITECTS 1. Required special inspections shall be preformed by an independent special 1. All glue laminated beams to be 24F-V4 DF/DF(at simple span beamsand REQUIRED STRUCTURAL SPECIAL INSPECTION inspector per Section 1101 of the International Building Code(15C)for the 24F-V8 DF/DF(at cantilever beams) per RITC specifications. Apperance 720 NW Davis 503,221.1121 following- grade to be industrial. INSPECTION a. During the taking of concrete test specimens and the placing of reinforcing 2. All glue laminated members shall be notched shaped and flinshed as per FREQUENCY Suite 300 503.221.2077 2 and concrete. Verify reinforcing size,placement,and grade. plans and specifications and shall be fabricated with waterproof glues. SYSTEM or MATERIAL IBC CODE CODE or STANDARD REFERENCE REFERENCE REMARKS Portland, OR 97209 www.irsarchitects.com b. Visual inspection of all structural welding except welding done in an 3. Erection of members shall conform to AfTC specifications No.105 CONTINUOUS PERIODIC C. Installation of post installed anchors. (latest edition). 4. Certificates of inspection 01 and 02 from RITC or an independent testing FABRICATORS For more specific information regarding special inspections- laboratory will be required. SPECIAL INSPECTIONS APPLY TO VERIFICATION OF t aU C T Uqq see Tables I and 2 on this sheet 5. All lumber species and grades to be as follows: FABRICATORS 1704.2 DETAILED FABRICATION AND QUALITY CONTROL PR OF 2. The special inspector shall provide a copy of their report to the owner, a. Joists,beams and stringers Douglas Fir 02 X PROCEDURES INCLUDING REVIEW FOR COMPLETENESS architect,structural engineer,contractor,and building official. 6"nom 4greater beams and stringers Douglas Fir*I AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS b. Bucks,blocking,bridging 4 mist- Doug Fir(AN Grade) C. 2 x 4 studs Doug Fir"studs"or CONCRETE STRUCTURAL OBSERVATIONS std.A better or 02 d. 2 x&studs and larger Douglas Fir 02 REINFORCING STEEL 1704*4 ACI 318 1.3.2.C 1. Structural observations i:Kj the engineer of record or his representative e. Top and Bottom Plates Doug Fir(AN Grade) PLACEMENT 1907.5 ACI 318 7.5 X shall be required at the following approximate times during construction: f. Sills,ledgers,plates,etr-embedded in 1913.4 30, QP a. Final observation prior to framing cover by finish materials. or in contact with concrete Press treated Doug Fir 02 4/AM 2. The contractor shall notify the engineer of record two(2)calendar days in g. Posts Douglas Fir 01 WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 REFER TO STEEL FOR WELDING REQUIREMENTS advance of completion point requiring site observation 6. Crossbridge or solid block at 6-Cy' maximum ol--.for solid sawn joist 2 x 12 and larger. 1903.1 AWS D1.4,SECTION 7 1 EXPIRES:12 131 2017 1- Framing anchors,joist hanger,post caps,etc.to be"Simpson"or approved equal. 1704.4 At pressure treated wood follow manufactures recommendations regarding corrosion VERIFYING USE OF REQUIRED MIX 1904 ACI 318 1.3.2A GENERAL resistant issues for anchors and fasteners DESIGN(S) 1905.2-4 ACI 318,CHAPTER 4 X $. All bolt heads and nuts bearing on wood to be provided with an oversized washer. 1913.2 ACI 318 5.2-5.4 CONSULTANT: 1. These notes act the minimum standards for construction. The drawings govern e. All fasteners set into pressure treated wood shall be corrosion resistant in 1913.3 over the General Notes to the extent shown accordance with 15C 2304.S.5. CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.1) X 2. Contractor shall verify all dimensions and conditions on drawings and in " OR 1905.9-10 ACI 318 5.9-5.10 the flelcl. Coordinate locations of openings through floors,roof and walls with Where pressure treated lumber is required at consealed interior location not STEEL' architectural,mechanical and electrical plans. Notify design agency of any exposed to weather(all plates,ledeeret-a.)use a sodium or zinc borate treatment discrepancies. with minimum retention of.11425 pcf. Ledger attached to masonry or concrete at FABRICATION OF STRUCTURAL 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS 3. Contractor shall provide all necessary temporary support prior to completion interior location not exposed to weather may be installed with 300 felt between ELEMENTS of vertical and lateral load systems, the wood and the concerte(or masonry)in lieu of using pressure treated lumber. MATERIAL VERIFICATION OF WELD 4. The contractor shall be responsible for all required safety precautions and For these option corrosive resistant fasteners are not required. FILLER METALS 1704.3 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS BKE INC. methods,techniques,sequences,and procedures required to perform his work. 10. All nailing to be per Table 2304.9.1 of the I.B.C.Nails called for on the STRUCTURAL 5. Where reference is made to ASTM,RISC,ACI or other standards,the latest drawings are to be common VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS ENGINEERS issue shall appiV. Cutting and notching of Joists not allowed.I"diameter hole maybe drilled in the 2700 SE HARRISON ST.STE B 6. All work shall be in strict compliance with the International Building Code as center 1/3 of the member depth All other holes to be approved. MILWAUKIE OR,97222 amended by the State of Oregon and all other state and local codes and 12. Studs may be notched in the lower 1/5 of the height of stud for electric and VERIFYING 1 3. AWS D1.1 503-607-0481,FAX 503-607-0486 building requirements that apply. plumbing pipes,but no part of notch is to be deeper than 2596 of width of stud. QUALIFICATIONS WELDER 1704. SECTION 6 X COPY OF QUALIFICATION CARDS 1. Design Criteria- Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in a. Basic Roof Load(snow) 250/sqft. center 1/3 of their height. SINGLE PASS FILLET WELDS LESS lo. Floors 100 psf at stairs 13. Sheathing to be APA rated with exteriorglus,nominal size as noted on the THAN OR EQUAL TO 5/16" X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 C. Wind 120 mpil(Ultimate)Exposure'5",ka 1.0 drawings.Install roof and floor sheathing with face grain perpendicular to Risk CatagoN-11 supports and stagger endjoints-Install wall sheathing either horizontal or POST INSTALLED CONCRETE ANCHORS vertical arid block all edges of sheathing with 2 x 4 or thicker blocking. a. Shop drawings shall be required on reinforcing steel,structural steel,metal See plan for nailing schedule. SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT decking,glue laminated members,fabricated joists,and metal plate connected trusses INSTALLATION IN HARDENED NAME,TYPE,AND DIMENSIONS, HOLE DIMENSIONS, and shall be reviewed prior to fabrication. CONCRETE AND COMPLETED 1703.4.2 ICC EVALUATION X COMPLIANCE WITH DRILL BIT REQUIREMENTS, STRUCTURAL AND MISCELLANEOUS STEEL MASONRY 1704.13.3 REPORT CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, FOUNDATIONS I- Detailing fabrication and erection shall conform to the Steel Construction Manual ANCHOR EMBEDMENT,AND TIGHTENING TORQUE of RISC. 1. Design soil pressure assumed to be 2500 psf LL plus DL (per original soil's 2. All steel to be A36 or better except as noted. engineer recommendation). 2. All footings to bear on firm,undisturbed soil(or approved compacted fill 3. All welds to be made by Certified Welders to AWS Standards with E 10XX when verified by Solis engineer)minimum IS"below final grade. Notify electrodes.Use weld metal with charpy V-notch toughness of 20 or greater at 10*F Architect before proceeding if aN unusual conditions are 4. Bolts to be A301 unless noted otherwise. TABLE encountered in the footing excavations. 5. All structural tubing to be ASTM A500,Grade 5,fV=46 ksi. REQUIRED TESTING for SPECIAL INSPECTION 3. Do not excavate closer than a 2.-1 slope below footings. 6. All pipe to be ASTM A53,Type E or 5,Grade B. 4. Clear all footing excavations of loose material by hand. 1. Do not oversize drilled or punched holes with burning torch L TESTING PROJECT NUMBER: 214291 SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS CONCRETE - CAST IN PLACE METAL STUDS,JOIST.AND ACCESSORIES REFERENCE REFERENCE CONTINUOUS I PERIODIC 1. Average concrete strength as determined by job cast lab cured cylinders at 1. Galvanized steel must meet the minimum requirements of A653 26 daVs(plus increase depending upon the planes standard deviation as (55 Grade 50 Class 1)for 16 gauge and heavier,and A653(55 Grade 33) CONCRETE specified in ACI 318)shall be:3000 psi for all uses. for 16 gauge and lighter for the item and use Intended.Galvanized coating must meet Landmark 2. Minimum Mix Requirements- the ASTM A653 Specif icatfloq G 60. CONCRETE STRENGTH ASTM C39 EACH 150 CY NOR LESS Ford Lincoln a. Cement content per�arcl: 5 sacks 3000 psi 2. Metal studs and/orjoists: 1704.4 THAN EACH 5000 SF OF FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS 1905.6 SLAB OR WALL PLACED PLACED a. For metal stud walls,unless otherwise shown on the drawings,provide standard CONCRETE SLUMP ASTM C 143 EACH DAY Service Renovation b. Slump, 2 to 4 inches. Deviation from design slump=+1/2"to-I". punched steel members of the gauges shown on the drawings.For joists, provide unpunched members of the gauge shown. 3. Place and cure all concrete per ACI codes and standards. b. Use only one type throughout the work,unless otherwise shown on the drawings CONCRETE AIR CONTENT ASTM C231 12300 SW 68TH AVE or specifically approved in advance by the Engineer. TIGARD, OREGON 97223 3. Accessories:Provide all accessories Including,but not nec-essarlly limited to, REINFORCING tracks,clips,web stiffeners,anchors,fastening devices,resilient clips,and other CONCRETE TEMPERATURE ASTM C1064 1. All reinforcing steel for concrete to be grade 60 accessories required for a complete and proper installation and as recommended and shall conform to I.B.G.standards and ASTM A615. by the manufacturer for the steel members used. 2. Fabricate and install reinforcing steel according to the"Manual of Standard 4. Fastening of components shall be with self-drilling screws or welding as noted in Practice for Detailing Reinforced Concrete Structures"ACI Standard 315. the drawings.Screws or welds shall be of sufficient size to insure the strength of 3. Provide 7-0'x 2'-0"corner bars to match horizontal reinforcing in walls and the connection.All welds of galvanized steel shall be touched up with a footings at all corners and intersections. zinc-rich paint.All welding of light gauge steel components will require special 4. Splices in wall and slab reinforcing shall be lapped 40 diameters and shall be inspectiorL All welds of carbon sheet steel shall be touched up with paint- staggered at least 4-0"alternate bars. 5. All light gauge steel comporants called out are per Steel Stud Manufacturers Association 5. Reinforcing shall not be bent or displaced for the convenience of other trades (SSMA)ICC-ES,Report ESR*3064P unless approved by the Architect &. Minimum cover from concrete surfaces to reinforcing steel shall be: 3"to bottom of footing 1 '/4"from top of slab on grade Center of wall unless noted otherwise 1. Electrical conduit shall be placed near center of slab. S. Provide dowels from footings to match all vertical wall,pilaster,and column reinforcing.Lap 40 diameters or 2-0"minimum. • SHEET TITLE: GENERAL NOTES/ TABLES DRAWN BY: CN DATE ISSUED: 10.04.2016 SHEET: